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"I beam" Definitions
  1. an iron or steel beam that is I-shaped in cross section

302 Sentences With "I beam"

How to use I beam in a sentence? Find typical usage patterns (collocations)/phrases/context for "I beam" and check conjugation/comparative form for "I beam". Mastering all the usages of "I beam" from sentence examples published by news publications.

An old cursor became the same I beam over any size text.
The ceiling is supported by a steel I-beam with a wood veneer.
In single file they eased around the orange I-beam sculpture and moved toward the dormitories.
If an object is text, the cursor changes to an I beam, always the same size, always the same look.
"I-Beam was a little community place that people came to hang out, have drinks, and come to shows," he said.
She looked up and saw a 20-foot steel I-beam, which had been holding their house together, falling toward her.
When Saturday, with trepidation, I face thy diabolic art And win, I beam with jubilation, For in that moment, I am smart!
The rice clings beautifully, and the cruller runs through it like an I-beam, keeping it stable and offering a counterpoint of crunch.
The state's last gay bar, I-Beam, which was located in Fargo, closed down in 2008, and North Dakota's LGBTQ community has struggled to replace it.
Then, in 1998, the company, which today is run by Harry's sons Alan and Stuart, bought a nearby I-beam manufacturing plant and turned it into studios, too.
It depicts a cluster of closely valued yellow industrial objects that are impossible to name: some seem to be solid planes, while others are linear geometric forms (part of an I-beam?).
During the competition, pods will be accelerated along an aluminum I-beam by a SpaceX boost car, then released to continue on their own power — hopefully to accelerate or maintain velocity, then come to a controlled stop.
The tripod-shaped I-beam structure, "Hugs" (2011), is di Suvero's latest massive sculptural installation for Paula Cooper in celebration of the gallery's 50th anniversary, and in collaboration with the Moinian Group and Alex Brotmann Art Advisory.
The coaster, manufactured by the Idaho company Rocky Mountain Construction, is built on a single I-beam rail, which means that the train's wheels hug the sides of one rail of track, rather than rolling over two tracks like most coasters.
The new cursor becomes an I beam the size of the text field itself, so even if the field is empty, you sort of "know" what will happen and can begin to feel the underlying logic of the interface before you dive in.
Hopkins has amassed a vast array of mixtapes and live recordings spanning from the mid-70s to the late 90s, including sets by local legends Larry Reed, Ellen Ferrato, and David Harness at now-shuttered, beloved venues including Dreamland, The Trocadero Transfer, City Disco, and The I-Beam.
A flexible space behind the kitchen with an arched floor-to-ceiling window was designed as a gym; it has a Henrybuilt shelving system, a Murphy bed and an I-beam with a sliding track that could be used for hanging a heavy bag, or many other things.
In the waterfront idyll "Ferus" (1963), for instance, a tall, red cylinder seems almost to lift an I-beam-shaped dance partner above its head; and the bright yellow "Cumbria" (1966-67), which was installed in Battery Park City as part of the Art in Public Places program, resembles a ski launch.
In fact, the effort would be much the same as the one that Solomon oversaw at Intel's semiconductor factory in New Mexico: Pick a site with good roads and a good technical school nearby to supply the workforce; find trained local contractors who can deal with everything from rebar to HVAC; get the local permits; order long-lead-time items like I-beam steel; level the ground and excavate; lay foundations and floors; build walls, columns, and a roof; "facilitate each of the stations for factory machine tooling with plumbing, piping, and electrical wiring"; and train a workforce of 1,500.
The platforms are columnless except for a few dark yellow I-beam ones near fare control.
The I-Beam began as a seven night a week club in 1977. The City Nightclub was previously located in the North Beach district. As the crowd left the I-Beam for the newer clubs South of Market such as The Trocadero and later on Dreamland, the I-Beam opened only for five days a week. Randy Schiller who built the new sound system for the club was operating a recording studio where he had a long list of bands recording in his studio decided that we should reopen on Monday nights which started "Monday Night Live." with local bands.
Both platforms have blue I-beam columns at regular intervals with every other one having the standard black station name plate in white lettering.
Yellow i-beam columns run along both platforms at regular intervals with alternating ones having the standard black station name plate in white lettering.
The station wagon was discontinued and would not reappear until the 1957 model year. New was an I-beam frame. Hydraulic power windows and seats were optional.
This frame is fixed in the walls with steel plates. Absence of steel I beam. The roof has a layer of lime terracing. Brick arches are used.
Recent (at the time) improvements in I-beam fabrication allowed the construction of steel stringer bridges of extended length. Since construction, the bridge has been essentially unaltered.
Columns: Three types of columns; Neo-Corinthian, circular, squares columns. Arch: Serve as lintels made of bricks over the doors, windows, and also on the circulation passages. Beams: Steel I beam. For wide span double steel beams are used. Steel I beam of Size- 3”x6”, 4”x8” and 6”x12. Wooden beams: Size 3”x3” Floor: 11” thick layered floor of Red oxide, Brick masonry Tiles, Lime Concrete.
The 1930 bridge was a four-span structure, mounted on concrete piers and abutments. The piers had rusticated and rounded ends, and the northernmost pier had an arch set between the I-beam spans. It was long, with three approach spans consisting of steel I-beam construction, and a main span consisting of Warren trusses in length. The guard rail consisted of T-shaped stanchions joined by a decorative metal latticework.
The State Street Bridge is a two-span, steel, Pratt Through Truss bridge with pinned connections. Each span is 126 feet long, and is supported by concrete abutments on each end and a steel I-beam on concrete piers in the center of the river. The center I-beam replaced an original large concrete pier which was destroyed by ice in 1927. Each span is identical, and consists of eight panels.
The bridge also includes a approach of I-beam decking, which was built in 1934. The bridge was listed on the National Register of Historic Places in 2000.
Aluminium composite material panel structure A sandwich panel is any structure made of three layers: a low-density core, and a thin skin-layer bonded to each side. Sandwich panels are used in applications where a combination of high structural rigidity and low weight is required. The structural functionality of a sandwich panel is similar the classic I-beam, where two face sheets primarily resist the in-plane and lateral bending loads (similar to flanges of an I- beam), while the core material mainly resists the shear loads (similar to the web of an I-beam). The idea is to use a light/soft but thick layer for the core and strong but thin layers for face sheets.
The cross section of the ties is an I-beam. As of 2006 less than of Y-tie track had been built, of which approximately 90 percent is in Germany.
These remain relatively intact. At the bottom of the headframe is a long steel "I" beam with sliding winch block used to move coal skips onto and off the underground tramway.
Grey I-beam columns run along both platforms at regular intervals with alternating ones having the standard black station name plate in white lettering. Before the station's reconstruction, the columns were painted blue.
I am fairly happy with what to do with the floor but am not sure what to do about securing the ashlaring walls that sit on the I beam and support the roof purlin.
In October 1964, the 1965 F-Series introduced an all- new frame, which would be used on the F-Series through 1979. The body itself remained largely unchanged, but on 1965 and 1966 models the turn signals are above the headlights. Replacing the rudimentary straight-axle in the front was all-new independent "Twin I-Beam" suspension with coil springs on two-wheel- drive trucks. The 1965 and 1966 F-Series trucks are distinguished with a "TWIN I-BEAM" emblem on the front fender.
At the entrance there were framed pictures of various astronomical objects such as galaxies and planets put there by former astronomer Sanford Kellman. Randall Schiller installed an award-winning sound system including lighting and later, video. There was a large room in the front near the entrance with pinball machines and pool tables. Friday and Saturday nights at the I-Beam hosted heterosexual dance parties later on. The club hosted I-Beam Sunday Night Tea Dances, which took place from 6 p.m. to 2 a.m.
Northern section is mid C19 warehouse/transit shed. Slate roof. Gables in vertical boarding with blocked tripartite window. Iron frame construction of 5 bays by 2, with cruciform-sectioned Tuscan-style columns supporting I-beam entablature.
In an effort to improve handling and safety, larger brakes were added, improved steering, rollover stability control, and a higher GVWR. The twin I-beam layout was retained, making it the last Ford vehicle to use it.
In complex interlock structures yarns may be woven at specified points into several layers in order to join multiple layers. These structures have a great advantage over laminated materials because of their excellent resistance to layer delamination. By using jacquard woven techniques such as bifurcation, the 3D woven preforms can be created into nearly endless shapes ranging from a standard I-Beam to a complex Sine- Curve I-Beam, to Aircraft Airfoils, and many other shapes. 3D woven composites, finished with resin transfer molding have been produced larger than 26 feet long.
This lug fit into a slot in the angle block. The angle blocks which made up the chord at the bottom of the bridge also had lugs facing inward, to which were attached (by means MacDonald did not describe) the lateral braces. MacDonald and Gasparini and Fields noted that the diagonal I-beams were designed to connect to both the upper and lower angle blocks with the flanges of the I-beam in a vertical position. The web of the I-beam fitted into a horizontal slot between two lugs.
The upper wing was staggered well forward of the lower wing. The wings were constructed with spruce I-beam spars and ribs with aircraft fabric covering. The hull was built with four watertight compartments. The tip floats were all-aluminum.
The web of the I-beam and the core of the sandwich panels carry the beam shear stresses. The core in a sandwich panel differs from the web of an I-beam in that it maintains a continuous support for the facings, allowing the facings to be worked up to or above their yield strength without crimping or buckling. Obviously, the bonds between the core and facings must be capable of transmitting shear loads between these two components, thus making the entire structure an integral unit. The load-carrying capacity of a sandwich panel can be increased dramatically by introducing light steel framing.
Beginning in 1988, there was a hip-hop dance club that appealed to the African Americans in the neighborhood. In 1989, the year rave dances first started in San Francisco, Wednesday night became Acid house Night at the I-Beam. Starting on 28 July 1980 with The Lloyds and Ultrasheen, New Music Night was instituted on Monday night, and later Tuesdays at which emerging new rock groups played. With the temporary closing of The Fillmore Auditorium following the 1989 Loma Prieta earthquake, the I-Beam was able to book many bands that would otherwise have played the larger venue.
The I-Beam closed in 1994 after a long battle with neighbors over sound issues. Live rock music shows over the last few years were few and far between. The Sunday Night Tea Dance continued until July 1992, but the last year had few patrons because by that time house music had become more popular than modern rock among gays who liked to go dancing. New Wave City, San Francisco's First & Foremost 80's Dance Party, presented its "Just Can't Get Enough" event at the I-Beam on the last night of the I-Beam's operation, July 23, 1994.
The St. Francis River Bridge, also known as the Lake City Bridge, was a historic bridge spanning the St. Francis River at Lake City, Arkansas. It was composed of 109 I-beam trestles and a single vertical lift span, and had a total length of . The bridge was designed and built in 1934 by the Vincennes Bridge Company, and carried Arkansas Highway 18 until 1998, when a modern 4-span I-beam bridge was built adjacent to it. The old bridge was dismantled, leaving only the vertical lift segment on the east bank of the river.
All Aurea front I beam axles contain a casting of the Aurea radiator badge insignia at front centre (between I beam top and bottom web). Aurea radiators are German Silver construction and contain a rare French "Gallay" core identical to that of the Silver Ghost Rolls Royce; The radiator cap is bakelite and brass and identical to that of early 20s vintage FIAT cars (501,503,505,509 & 510 models). Aurea Factory site is located in Turin close to FIAT. The factory survived from 1926 to World War II under Ceirano management producing Aurea spares and Ceirano Commercial vehicles (not cars).
After the I-Beam closed, the building (originally the Park Masonic Hall), remained vacant and boarded up for 10 years until 2004, when it was torn down and a modern apartment house with retail shops at street level was constructed on the site.
Many kinds of conveying systems are available and are used according to the various needs of different industries. There are chain conveyors (floor and overhead) as well. Chain conveyors consist of enclosed tracks, I-Beam, towline, power & free, and hand pushed trolleys.
Matt made a large sculpture of a steel I-beam with sections machined out of the beam to the point where it became weak in the middle. This 2016 piece was part of the group show at Long March Space in 798 in Beijing.
A sandwich panel is a composite of three or more materials bonded together to form a structural panel. It takes advantage of the shear strength of a low density core material and the high compressive and tensile strengths of the GFRC facing to obtain high strength-to-weight ratios. Public Library Lope de Vega in Tres Cantos, Madrid The theory of sandwich panels and functions of the individual components may be described by making an analogy to an I-beam. The core in a sandwich panel is comparable to the web of an I-beam, which supports the flanges and allows them to act as a unit.
The name tablets read "GRAND ST." in serif font on a brown background, yellow inner border, and green outer border. There are no columns on the platforms since they are on a curve except for some blue i-beam ones at the center where fare control is.
Following the 1995 Ford Explorer and 1997 Ford F-150, the third-generation Ranger abandoned the long-running Twin I-Beam front suspension, introducing a short/long-arm (SLA) configuration. To further improve handling, recirculating-ball steering was replaced by a rack-and- pinion steering configuration.
This station has a full length mezzanine above the platforms. However, only the northern end is open and has six staircases to the platforms. The Brooklyn-bound platform has four closed staircases while the Bronx-bound one has five. The mezzanine has yellow I-beam columns.
Here are six of the biggest problems to watch for in overhead type conveyor systems including I-beam monorails, enclosed track conveyors and power and free conveyors. Overhead conveyor systems have been used in numerous applications from shop displays, assembly lines to paint finishing plants and more.
Wide- flange I-beam. Welds may be classified as either Complete Joint Penetration (CJP) or Partial Joint Penetration (PJP). CJP welds extend completely through the thickness of components joined. A CJP weld transmits the full load- carrying capacity of the structural components joined, and is important for seismic safety.
Rector Road Bridge is a historic truss bridge in Denton, Texas. It was added to the National Register of Historic Places in 2004. It is a 5-panel, pinned Pratt through-truss bridge with I-beam approach spans. It is in total length, with the primary span in length.
The bridge uses an Ithiel Town lattice truss design including authentic wooden trunnels. Lengthwise planks cover the roadway area with macadam filling the gaps. The entire deck area is supported by six I-beam stringers. The bridge rests on concrete abutments which extend to form road-level wing walls.
The automated people mover uses a self-supporting steel guideway. It is a light steel guideway, which is possible because of the use of lighter trains. The track consists of an I-beam which forms the running and guiding surface. The guideway superstructure is a steel framework construction.
For example, the wing spar in a small aircraft may in fact be a simple I-beam with a solid cross-section, but in a larger design the upright part of the beam or "web" will be constructed as an open lattice of trusses in a triangulated structure.
The historic Denton Road bridge was a single steel I-beam stringer with arched concrete fascia. The bridge was 23 feet long and 32 feet wide, with a 23.2-foot roadway. flanked by sidewalks. It had concrete balustrade railings on each side with integrated posts at the corners.
The tailhook of an E-1B Tracer The US Navy developed and operated a test rig throughout the 1950s, consisting of a car, guided by a concrete I-beam and propelled by a pair of jet engines. At the end of a one-mile run, the tailhook under test would engage an arresting wire, while the I-beam guide gradually widened to slow down the test car after it passed the arresting wire, acting as a safeguard in the event of arrestor failure. The test rig was capable of simulating different aircraft weights and speeds, the former being adjusted by adding or subtracting steel plates that were loaded onto the modified car.
Concrete truss bridges are rarely constructed, and few exist. The vertical web of the beam was a series of triangulated concrete diagonal struts along the centerline, and the diagonal angles of the struts varied across the bridge so they would align with pipes from the center pylon, in the eventual faux cable-stayed appearance. The concrete walkway deck was to act as the horizontal bottom flange of a wide I-beam, and the concrete roof canopy was to function as the horizontal top flange of the I-beam. The walkway was thus nearer to ground level than in a standard design where the walkway is placed on top of the structural support system.
The wing employs a NACA 63-618 laminar flow airfoil, an I-beam spar and has a semi-tapered planform. Only three examples were completed, all were different and all have since been modified further. The type was further refined into a new design in 1962, the Prue Super Standard.
Gere and Timoshenko, 1997, Mechanics of Materials, PWS Publishing Company. Channels or C-beams are often used where the flat, back side of the web can be mounted to another flat surface for maximum contact area. They are also sometimes welded together back-to-back to form a non-standard I-beam.
This F-series Ranger is distinct from compact Ford Ranger series of pickup trucks introduced in 1983 for North America, although the latter used technology from the full- size trucks, such as the Twin I-Beam front suspension on two-wheel-drive models and Twin Traction Beam suspension on four-wheel-drive.
Instead, I-beam girders gave the bridge an Art Deco streamlined appearance. After the 1940 collapse of the Tacoma Narrows Bridge, a bridge of similar design, trusses were added on the Bronx–Whitestone Bridge to minimize the span's oscillations. Further modifications to the bridge were made in 1988–1991 and in 2003–2005.
Cheap, light and fireproof, the rough-finished hollow blocks were ideally suited to span the I-beam members in floor, wall and ceiling construction. Certain varieties are still in production today. # Veneer was developed during the 1930s and is still used today. Unlike traditional architectural terra-cotta, ceramic veneer is not hollow cast.
Fibre bundles and slit fabrics are pulled through a wet bath of resin and formed into the rough part shape. Saturated material is extruded from a heated closed die curing while being continuously pulled through die. Some of the end products of pultrusion are structural shapes, i.e. I beam, angle, channel and flat sheet.
Two separate incidents occurred during construction. On 19 August 2014, a crane malfunctioned and broke off its arm, falling on top of a restaurant. No injuries were reported. Then, on 10 April 2015, a crane's arm snapped while lifting a 209-ton I-beam, causing the beam to fall and crushing a car underneath.
A schematic representation of the production process of a castellated beam. A castellated beam is a beam style where an I-beam is subjected to a longitudinal cut along its web following a specific pattern. The purpose is to divide and reassemble the beam with a deeper web by taking advantage of the cutting pattern.
During late-night hours, all service is on the local tracks. Both outer track walls have a medium yellow-orange trim line with a terracotta brown border. "14th" is written in black on the white tiles below the trim line. Both platforms have yellow I-beam-columns running along the center of the platform.
There are 13 contributing resources to this historic district, 11 structures and two objects. The structures include the of roadway, the road drainage system, eight culverts, and a skew I-beam bridge. Empire Construction paved this section of the Lincoln Highway in 1924. Part of the paving project included the construction of a new bridge.
Dark yellow i-beam columns run along the platforms at regular intervals with every other one having the standard black name plate with white lettering. There are no crossovers or crossunders to allow free transfers between directions. There is a closed newsstand that has been tiled over. Only the northbound platform has a station agent booth.
The Powers Highway Bridge is a rigid-connected lattice pony truss bridge. It has a 25-foot span and a 15.8 foot-wide roadway on a 16.3-foot wide deck. The deck is constructed of a single layer of wood deck over six steel I-beam stringers and two outside channels. The bridge sits on a masonry abutment substructure.
The name tablets have "67TH AVE." in white sans serif font on a black background and teal blue border. There are directional and station signs beneath them in white lettering on a black background. Dark blue I-beam columns run along both platforms for their entire length with alternating ones having the standard black name plate in white lettering.
The second show of the tour was filmed for the music video to "From out of Nowhere" in the I-Beam nightclub. During the show, Patton had a beer bottle smashed over his right hand, causing lacerations to some tendons. He regained use of his hand after it healed, but he no longer has feeling in it.
The South Dakota Dept. of Transportation Bridge No. 30-257-400 is a historic bridge in rural Hand County, South Dakota. It is located south of Miller and east, and carries a local road over Sand Creek. The bridge is a single-span steel beam stringer bridge, resting on I-beam pile abutments with concrete wings.
The cockpit cage is all 4130 steel, while the tail boom tube is aluminum. Its span wing lacks flaps and has a wing area of . The wing is built with an aluminum structure, with an I-beam spar and stamped ribs. The SS-11 has folding wings and a folding tail as well, to allow ground transport or storage.
The college's Connor Green is home to Sussex County's memorial to the September 11th terrorist attacks. The memorial features a section of damaged steel I-beam from the destroyed World Trade Center in New York City.Rob Jennings, "County's annual 9/11 ceremony to be held Friday", The New Jersey Herald, September 6, 2015. Retrieved September 11, 2015.
The front axle was a solid I-beam drop axle, similar to the axles of medium and heavy duty trucks. Both front and rear leaf sprung axles had disc brakes. Available wheelbases were 135.5, 159.5, and 183.5 inches (3442, 4051, and 4661 mm). The C3500 HD used a different frame than the C/K3500 cab and chassis.
The Martens is a historic apartment building located at Indianapolis, Indiana. It was built in 1900, and is a three-story, 19 bay wide, brick building. It has commercial storefronts on the first floor with Classical Revival style cast iron pilaster posts and supporting "I" beam framing. It features two- story projecting bays on the upper stories.
The carriers may consist of wheels secured around an I-beam rather than inside a channel. A heavy duty master carrier supports the moving edge of the curtain. The master carrier has four wheels, while all other carriers have only two wheels. A device called an end stop prevents the master carrier from being pulled out of its channel.
AGT, pg. 86 Conversion to an AGT system was relatively straightforward. The steel wheels were replaced with rubber ones, which ran in a narrow concrete guideway structure instead of the I-beam rails. The guideway was roughly the size and shape of a pedestrian sidewalk, with short vertical extension on either side to form a U-shape.
Box girder bridges were conceived, designed and built to span the railway reserve and the long stretches over the outbound N1 carriageway and the Northbound M5 carriageway as it approaches the N1. These had to be supported by scaffolding in the case of the end bridges and by "I-beam" steel trusses in the case of the railway reserve spans. The railway reserve also includes the height of the electrification services. This height added to the height of the "I-beam" steel trusses, the scaffolding on top of the trusses and the height of the box girder bridge is the determining factor in the extraordinary height of the new elevated freeway, which at its highest point is at the same height as the 5th story of the adjacent old mill building.
Individual pivot points for the beams at greater than center made each beam longer than half the overall width crossing in the middle. This allowed for an independent front suspension design. Ford TTB Dana 44 axles all utilized locking hubs. The TTB set-up is based on Ford's highly successful Twin I-beam design on two- wheel-drive pick-up truck models.
Blue I-beam columns run along both platforms at regular intervals with alternating ones having the standard black name plate in white lettering. The Manhattan-bound platform has an abandoned ramp leading to the street. This is where BMT Standard cars were fed directly into the subway back in the 1920s. Remnants can be seen from the front of the passing trains.
This underground station has four tracks and two side platforms. The platforms have no trim line, but the name tablets read "110TH STREET CATHEDRAL P'KWAY." on white lettering in two lines. They are written on a dark blue background and black border. Black I-beam columns run at regular intervals with alternating ones having the standard black station name plate in white lettering.
Yellow i-beam columns run along both platforms and the full-time mezzanine with alternating ones having the standard black station name plate with white lettering. South of this station, a fourth track to the west of the line begins at a bumper block. It merges with the southbound local track just before approaching 167th Street and is used for train storage.
North side street stair The station has four tracks and two island platforms, typical for a four-track express station. The outer track walls are made of tile and have a Pomegranate red band with a Tuscan red border. Small black signs with "UTICA" in white lettering run below the bands at regular intervals. The station's i-beam columns are painted maroon.
However, 57 of them go an additional into the ground, including of bedrock. The concrete spine uses five I-beam- shaped walls and exterior columns, narrowing to two as the building rises. Each floor is separated by a concrete slab, and stainless steel, glass, and aluminum panels are attached to each floor. of reinforcing steel bars, called rebar, support the hotel.
The wings are built around an aluminum I-beam spar with a lighter rear spar. The aircraft has plain flaps operated by a handle. The main landing gear is attached directly to the welded steel engine mount and consists of tapered, sprung steel tubes. Construction time for the RV-3 is reported to be 1300 hours for a first time builder.
This worsened the bridge's deadweight problem. Because the angle blocks were not designed to accommodate the braces, Stone ordered workers to cut away portions of the I-beams to make them fit. This further weakened the braces. During the repair work, workers inadvertently installed the I-beam braces sideways rather than vertically, weakening the ability of the braces to reinforce the bridge.
TFP manufactured prefoms made of carbon and glass fibers for structural FRP parts The TFP technology allows the fabrication of preforms tailored for specific composite components or reinforcements. Applications range from highly accelerated lightweight parts for industrial robots or blades for compressors up to CFRP aircraft parts, e.g. I-beam for the NH-90 helicopter, automotive structures and bicycle parts.
Although a larger wing carries larger forces, it is also thicker. The main spar in the wing approximates an I-beam, whose depth equals the wing thickness. For a given overall load to be carried, the forces in the beam decrease with the square of its depth. If a wing is doubled in span it is also doubled in thickness.
The construction was based from the original plan of ten 240-feet steel through truss spans and one 50-feet I-beam approach on each end. With the initial ₱200,000, Alonzo completed Abutment A. Pier I, footing and pedestal of Pier II. In 1962, however, President Diosdado Macapagal took over as President and no one knew whether or not he would continue the project. Congressman Ligot convinced the President to continue the project under one AGUID Construction Company. The frequent floods have widened the river channel and caused the change of plan for the bridge to 14 240-feet Japanese steel through truss spans, one 50-feet I-beam approach on the Solana side. President Ferdinand Marcos ordered Highways Secretary Antonio Raquiza to assign the bureau’s construction team led by Engineer Rogelio Talastas to Buntun Bridge.
The company celebrated this event by sending a special commemorative I-beam to every store in the company where employees signed it as a goodwill gesture for the new store. The beam sits above the entrance way in the 100th store. In December 2010, K-VA-T purchased Old Town Market in Tazewell, Tennessee, as a replacement store for their New Tazewell, Tennessee, location.
Each has a window in the angle and an I-beam that serves as a buttress. On the interior, the I-beams are clad in a wood veneer. The short side walls are covered with brick laid in a stack bond. The brick on the west gabled end is laid in Flemish bond and features a series of small raised crosses in the brick pattern work.
This station has a full length mezzanine above the platforms and tracks supported by dark green i-beam columns, but only the northern half is open to the public and has two staircases to each platform. The fare control area is at the center with a turnstile bank, token booth, and three stairs going up to all corners of Classon and Lafayette Avenues except the northeast one.
It has an origin as a gay disco run by Dr. Sanford Kellman, a former astronomer. Throughout the 1980s, the upstairs space was the top outlet in the city for "imported modern rock". Inside the I-Beam the main room was forty feet by sixty feet. There were Mylar covered cardboard I-Beams hanging from the ceiling above the center of the dance floor.
The back of the blade is painted dark gray. The plow head is suspended from the I-beam frame with a steel chain, giving it freedom to swing gently up and down. The tire is attached to the support structure with steel bolts. The artwork is supported by a pink-colored concrete pad, which is covered by a wide circle of gravel surrounding the artwork.
World's Largest Hammer Pierson Building Center, a locally-owned and operated home improvement center in Eureka, California, is home to the World’s Largest Hammer. The hammer is a replica of a Vaughan claw hammer (No. D020) and stands 26 feet tall (30 feet overall including the concrete foundation). The octagon- shaped handle is made of real solid wood and is reinforced with a metal I-beam.
The station has a full length mezzanine, which also have dark blue I-beam columns, above the platforms. There are six staircases to each platform and the fare control areas are at either ends. The full-time one is at the west (railroad south) end. It has a turnstile bank, token booth, and two street stairs to either eastern corner of Queens Boulevard and 67th Avenue.
This principle works in much the same way as an I-beam does. :#The interface between the core and the skin: Because the shear stresses in the composite material change rapidly between the core and the skin, the adhesive layer also sees some degree of shear force. If the adhesive bond between the two layers is too weak, the most probable result will be delamination.
A few farms outside of town were swept completely away, and extensive ground scouring occurred. An elementary school and 106 automobiles were destroyed, and a heavy boxcar was thrown more than a block by the storm. Two other boxcars were thrown 300 yards, and a steel I-beam was carried for two miles on a piece of roof. Hard rains and hail were also reported.
The passageway was long, dim, and lightly traveled, and it was finally closed in 1991 after a series of rapes took place there. It is now used for storage. The mezzanine has a florist, orange I-beam columns, lit-up ads, and space rentals along the walls. South of this station, there are three sets of crossovers, allowing trains to switch between all four tracks.
Prestressing is a technique of introducing stresses into a structural member during fabrication and/or construction to improve its strength and performance. This technique is often employed in concrete beams, columns, spandrels, single and double tees, wall panels, segmental bridge units, bulb-tee girders, I-beam girders, and others. Many projects find that prestressed concrete provides the lowest overall cost, considering production and lifetime maintenance.
When honeycomb is sandwiched between two surfaces, it effectively creates a distance between the two surfaces more or less like an I-beam. The resulting composite structure exhibits a high strength-to-weight ratio and shear strength. Shear strength is the measured ability of a material to resist structural failure. Plascore honeycomb is designed to increase shear strength while adding minimal additional weight.(2009).
The 180-foot span ribbed girder arch bridge was built in 1937–38 with a total length of 250 feet. In 1994 the nearby Cedar Canyon Bridge was substantially widened and upgraded, using the identical arch from the Corduroy Creek bridge to double the width of the Cedar Canyon bridge while rehabilitating the deck structure. The Corduroy Creek bridge was replaced with an I-beam girder bridge.
The results were that the truss span was shortened by during the procedure in November and December 1936. This was performed by the American Bridge Company (Philadelphia), at a cost of US$120,000 (US$ in present terms), substantially less than would have been required to replace the bridge.Prevoort, pp.4–5 In 1961, the bowstring truss span was replaced with an I-beam girder bridge.
The 1931 Jeffersonville Bridge was a Parker through truss structure, with steel girder approaches at both ends. It rested on concrete abutment, and was long, carrying two lanes of traffic and a pedestrian walkway; the latter was cantilevered on the outside of one of the trusses. The total length of the bridge was about . It had a deck of concrete laid on steel I-beam stringers.
The I-beam structure was completed by C.J. Kramme of Fort Dodge, Iowa for $5,413. It replaced an earlier wooden span. The objects are two property markers located on private property where the road turns south from County Road E39 onto Iowa 25. They were placed here by James E. Moss, who farmed the land and was an ardent supporter of the Lincoln Highway.
The escalator to the western fare control area at Bainbridge Avenue This underground station has two tracks and one island platform. Both track walls have a lime green trim line with a medium Kelly green border. Small "205" signs are placed below them at regular intervals. The platform has a row of concrete-clad I-beam columns on both sides; these are painted medium Hunter green.
The third track is used to switch trains between track directions. This underground station, opened on August 19, 1933, has one island platform between two tracks. Each track wall has a green trim line with a black border and small "COURT SQ" signs below it in white lettering on black background. Green I-beam columns run along both sides of the platform at regular intervals.
An intermediate line of green runs between these two borders. The platforms are offset at the north end, where they were extended in the 1960s (completed in 1964) and tiling from that time period was installed. The name tablets here run at regular intervals and have "STERLING STREET" in white letters on a brown background. Both platforms and the mezzanine have light blue I-beam columns at regular intervals.
Portable gantry cranes are used to lift and transport smaller items, usually less than 10 tons. They are widely used in the HVAC, machinery moving and fine art installation industries. Some portable gantry cranes are equipped with an enclosed track, while others use an I-beam, or other extruded shapes, for the running surface. Most workstation gantry cranes are intended to be stationary when loaded, and mobile when unloaded.
Beam spent almost a year in the Philippines before returning to the United States. On October 21, 1900, Beam published "My Life as a Soldier," in the San Francisco Examiner Magazine. Although Beam never enlisted and did not participate in combat, Beam marketed the story as a woman soldier in the Philippines. During World War I, Beam was arrested in December 1917 at Seal Beach as a German spy.
The Car de Luxe was an American automobile manufactured from 1906 until 1910. A sister marque to the Queen, the Car de Luxe had overhead valves which were operated by one rocker per cylinder. The 40/50 hp, 6755 cc car was actuated by a "push-pull" rod and an unusual back axle; the load was further taken by an I-beam dead axle which carried a separate differential unit.
A 1923 Ford T Bucket in the traditional style. It features lake headers, dog dish hubcaps, dropped "I" beam axle, narrow rubber, and single 4-barrel, but non-traditional disc brakes. Detail view of the air inlet A T-bucket (or Bucket T) is a hot rod, based on a Ford Model T of the 1915 to 1927 era, but extensively modified. T-buckets were favorites for greasers.
The Stancer Road Bridge is a six-panel pin-connected Pratt through truss bridge, spanning 88 feet and 14 feet wide. The substructure consists of concrete abutments with concrete wing walls over stone. The truss is wrought iron, made of back-to-back channels or paired bars. A modern metal guard rail is installed on the bridge, and a wooden deck is laid across the I-beam flooring.
The wheelsets are sprung with a pair of helical springs and dampened by a pair of parallel shock absorbers. The gear ratio is 78:15. The main chassis is of welded construction using I-beam main stringers; the central part of the frame houses the fuel tank and main air reservoir. The bogies are mounted to the chassis by means of slanted posts providing secondary transverse and vertical suspension.
The platform has yellow painted I-beam columns and alternate ones have "95 Street" signs on them. Both platform walls have their original mosaic trim line with name tablets reading "95TH STREET" along the entire station except for a small section at the north end, where the platform was extended in 1970. Here, the wall is bare black. The station was constructed with a signal tower and dispatcher's office.
From 1965 on, Torqueflite used an instrument panel–mounted selector lever similar to the Corvair Powerglide. All Dodge motorhome chassis engines were specially improved "truck" versions, that operated on regular gasoline, with special durability features such as improved valves and stress-relieved castings and forged crankshafts. The Dodge chassis utilized a live dual rear wheel axle and an "I"-beam front axle suspended on semi-elliptic leaf springs at both ends.
SIPs share the same structural properties as an I-beam or I-column. The rigid insulation core of the SIP acts as a web, while the sheathing fulfills the function of the flanges. SIPs combine several components of conventional building, such as studs and joists, insulation, vapor barrier and air barrier. They can be used for many different applications, such as exterior wall, roof, floor and foundation systems.
A steel I-beam spans the width of the room from north to south. In the north-western corner is a concrete dissecting bench with drain and in the north-eastern corner is a similar bench with a ceramic sink and associated foot-operated tap. These tables drain to an integrated concrete surface gutter that runs around the western and northern edges of the floor. There is a central floor drain.
The upper chords are made of two channels with cover plates above and lattice below. The vertical posts are made of two channels connected by lattice bracing connecting them on both sides. Struts connecting the posts are made of back-to-hack angles connected by lattice bracing. The bridge deck is of wood plank, and is supported by steel stringers which are in turn supported by I-beam girders.
A wooden coaster has a track consisting of thin laminates of wood stacked together, with a flat steel rail fixed to the top laminate. Steel coasters use tubular steel, I beam, or box section running rails. The supporting structure of both types may be steel or wood. Traditionally, steel coasters employed inversions to thrill riders, whereas wooden coasters relied on steep drops and sharp changes in direction to deliver their thrills.
Wide Eye Doo Dat is out of print and the test pressing for Girlfriend has limited availability. Their LPs incorporate local artists for the visuals. The Brotherhood of Light was an early supporter, doing light shows at the Mab. Housecoat Project played the Folsom Street Fair, the I-Beam nightclub, The Farm, The Kommotion, The Chatterbox, San Francisco Music Works, The Baybrick Inn and The Sound of Music as well as open public performances.
Mark Twain riverboat burns biodiesel fuel to heat its boiler, continuously heating water into steam, which is then routed to two pistons that turn the paddlewheel. Spent exhaust is then routed back to the boiler. The riverboat is guided through the Rivers of America via an I-beam track, which is hidden under the green and brown dyed river water. The boat draws only of water, for the river is relatively shallow.
The Montopolis Bridge is a historic Parker through truss bridge in Austin, Texas. It is located in the Montopolis neighborhood where a bicycle and pedestrian walkway crosses the Colorado River in southeastern Travis County. The bridge consists of five 200-foot Parker through truss spans and four 52-foot steel I-beam approach spans resting on reinforced concrete abutments. It was added to the National Register of Historic Places on October 10, 1996.
The stiffening elements can serve several functions simultaneously. They enhance the bending resistance of the plate to allow it to carry local wheel loads and distribute those loads to main girders. They also increase the total cross-sectional area of steel in the plate, which can increase its contribution to the overall bending capacity of the deck (i.e. the deck plate acts as a top flange in a box or I beam girder).
The Golden Hill Bridge is located in a rural setting in northern Lee, carrying Golden Hill Road, a local through street, across the Housatonic River in an east-west orientation. It is a single-span iron lenticular pony truss structure, long and wide, resting on concrete abutments. The truss depth at the center of the span is . The bridge deck consists of modern steel I-beam stringers supporting a concrete road surface.
The bridge was eligible for inclusion on the National Register of Historic Places under Criterion C, and was listed on December 17, 1999. Two other bridges in Berrien County, the Avery Road–Galien River Bridge and the Blossomland Bridge, were added the same day. In 2008, a contract for the demolition of the bridge and replacement by a prestressed concrete I-beam bridge was awarded to L.W. Lamb, Inc., for a low bid of $770,181.00.
While the basement floor is below sea level and consists of a concrete layer, the walls of the cofferdam descend below the floor of the basement. Other portions of the foundation included I-beam grillages and distributing girders. The annex superstructure contains 71 main columns, 53 of which sit atop forty-five granite foundation piers. The other 18 main columns are inside the boiler room walls and are carried down directly to the hardpan.
Interior view of the Matthew Jones House, showing an exposed Period I beam. In 1940, a project to measure and record the Matthew Jones House was undertaken as part of the Historic American Buildings Survey (HABS). Drawings of all four elevations and floor plans of the first and second floors and of the cellar were produced, and ten photographs of the exterior were taken. A HABS inventory form was completed in 1959.
The second- generation Ford Explorer is based upon the Ford U1 platform shared with its predecessor, adopting the UN105/UN150 model codes. Alongside similar changes in development for the 1998 Ford Ranger, the long-running Twin I-Beam/Twin Traction Beam front suspension was retired in favor of a short/long-arm (SLA) wishbone front suspension configuration. Along with more compact packaging of front suspension components, the design allowed for improved on-road handling/feel.
Red I-beam columns run along both sides of both platforms at regular intervals with alternating ones having the standard black station name plate in white lettering. Some of the columns between the express tracks have black "42" signs on a white background. This station has a full length mezzanine above the platforms and tracks. It originally extended south from 42nd Street to the 34th Street–Herald Square station, with additional entrances at 38th Street.
The structural framing of the buildings is formed of high-tensile bolted steel and concrete. The exterior curtain walls are defined by projecting steel I-beam mullions covered with flat black graphite paint, characteristic of Mies's designs. The balance of the curtain walls are of bronze-tinted glass panes, framed in shiny aluminum, and separated by steel spandrels, also covered with flat black graphite paint. This organization emphasizes the impressive height of the sleek towers.
M425 cab interior view All models had a ladder frame with two axles on semi elliptical leaf springs. A set back front axle allowed a wheelbase of only , allowing a very short turn radius. The M425 and M426 were general service load carriers, designed to haul load over roads, so they didn't need to be 4 x 4. The front axle was an I-beam, the rear was a double reduction full floating type.
This underground station has two side platforms and four tracks. The two express tracks are used by the 2 and 3 trains during daytime hours. Both platforms have their original mosaic trim line and name tablets of a predominately brown and red color. They also have brown-red i-beam columns at regular intervals with alternating ones having the standard black and white number plate except at either end where they get narrower.
The tower has distinctly rounded corners with curved floor-to-ceiling glass. The building is nearly column-free, and two I-beam-shaped shear walls that run vertically through the slender tower support the floors of the building. The top three floors contain amenities including entertainment space, private dining rooms, a fitness center, lap pool, and a spa. The building will contain 273 apartments that will come in studios through three-bedroom variants.
Ironworkers are built with safety in mind, but they still present hazards that must be addressed and thoroughly thought out before they are purchased. Most of them have at least 4 stations that require boundaries around them to safely produce parts. They can shear flat plate, angle iron, round and square bar stock as well as punch plates, angles, I-beam and channel iron. Some have a station for notching and forming of different materials.
14th Street is an express station on the IRT Broadway–Seventh Avenue Line, consisting of four tracks and two island platforms. The track walls on both sides of the platform have their original IRT mosaic trim line with "14" tablets on it at regular intervals. Both platforms have blue I-beam columns that run along both sides at regular intervals with alternating ones having the standard black station name plate in white lettering.
It has corrugated metal decking resting on I-beam stringers. The bridge was built in 1908, and was originally located at a site in Herrick Township. Moved to its present location in 1960, it is the only known surviving bridge in Deuel County built by the Security Bridge Company, which held county contracts for bridge construction between 1907 and 1913. The bridge was listed on the National Register of Historic Places in 1993.
Chapman Creek was entered into the Geographic Names Information System on August 2, 1979. Its identifier in the Geographic Names Information System is 1171572. The Pennsylvania Department of Transportation once applied for a Water Obstruction and Encroachment permit to replace a reinforced concrete I-beam bridge carrying State Route 2013 over Chapman Creek with a reinforced concrete box culvert bridge wide and high. This project did not propose to impact any part of the creek.
Aircraft (still in commission in late 1940s or early 1950s) were fitted/retro-fitted with a prefabricated steel grated "Portable Deck" suspended between the wing walls and supported by removable I-beam girders. The aft end of the portable deck contained a wooden helicopter platform, enabling the ship to land and launch one helicopter at a time. Stowage of helicopters was limited to capacity of the portable deck installed for the mission. Aircraft servicing was limited to re-fueling.
The 223 had a revised chassis and suspension system. The front I-beam suspension used on the 220, 221 and 222 was replaced with an independent front suspension with torsion bars. A long bed version was introduced with the 222. As a low cost option, a lightly changed model of the D10 sidevalve-engined predecessor was introduced in October 1957 (the Datsun 124), followed by the Datsun 125 in 1959 and finally the Datsun 126 in 1960.
The frame is normally I Beam or HST steel. The steel is used to strengthen the mats, enabling the manufacturers of the mats to build them in larger sizes and to support more weight compared to all other types of mats. Common sizes are 8' x 20', 8' x 30', and 8' x 40'. One great advantage is the ease of repairing the wooden inserts which gives new life to an already long lasting and durable mat.
This method of repair can be completed on both I Beam and HST style mats. Mud mats are a combination of a reinforced member (such as metal bars or bamboo) confining geosynthetic fabric in a portable mat, that can be rolled up for ease of transport and deployment. A lightweight, light-duty flexible mat suitable for distributing loads over firm ground to avoid rutting. They are not commonly used for access matting in soft ground conditions.
Plans for an exposed steel skeleton were rejected for the Promontory Apartments, but later became part of Mies' 860–880 Lake Shore Drive Apartments. After a general floor plan had been suggested, Mies developed a design of the building. He suggested a steel curtain wall that would be encased in brick on two sides. On the other two sides, east and west, he recommended floor-to-ceiling windows between I-beam mullions running the height of the building.
Ceiling of Hinkle Fieldhouse in Indianapolis, Indiana, is constructed of large trusses built of riveted girders A girder is a support beam used in construction. It is the main horizontal support of a structure which supports smaller beams. Girders often have an I-beam cross section composed of two load-bearing flanges separated by a stabilizing web, but may also have a box shape, Z shape, or other forms. A girder is commonly used to build bridges.
These I-beam columns are cream colored. The ceiling in this area is lower. Prior to the station's 1970 renovation, it was finished all in white and marble tile, and it had its own color scheme to allow regular passengers to identify the station based only on the color of the marble trimmings. Since that renovation, the station walls have consisted of white cinderblock tiles, except for small recesses in the walls, which contain blue-painted cinderblock tiles.
Both platforms have golden mosaic trim lines with blue and green borders and "H" tablets on a light blue background at regular intervals. The large name tablets read "HOUSTON ST." in gold Times New Roman font on dark blue background and gold border. There are also directional tablets in the same style. Yellow i-beam columns lining run along both platforms at regular intervals with alternating ones having the standard black name plate with white Helvetica lettering.
The tile color was part of a color-coded tile system for the entire Independent Subway System. There are also advertising recesses between the tablets, as well as grates at the top of the platform wall. The ceiling of the platform level is held up by yellow I-beam piers located every , which support girders underneath the mezzanine that runs above the platform level. The roof girders are also connected to columns in the platform walls.
The toll is collected only from traffic crossing into Pennsylvania, as with the other bridges across the Delaware River. On January 20, 2017, the bridge was closed after a fracture was discovered in a steel component. On February 3, 2017, Pennsylvania Turnpike officials announced that the bridge would remain closed until at least April 2017. The failure was located in an I-beam located approximately above ground on the Pennsylvania side and caused the bridge to drop by about .
It had a timber decking over transverse steel I-beam stringers. with November 2016 photo by same photographer The bridge is apparently no longer extant, as a November 2016 photo, by the same photographer as in 2010, shows a new bridge under construction. The location is about (by car travel on existing roads) southwest of Winnebago and northwest of Walthill.By Google Maps, while the NRHP document states the bridge is about 3 miles southwest of Winnebago.
All towing attempts failed, and a typhoon was closing in on the area. Beaufort and Reclaimer made one final attempt October 4th. Another ship rammed the starboard side of "Beaufort", nearly crushing a sailor, as the I-Beam of the other ship crushed-in the side of Beaufort. The ship was hit so hard, the mast began to shake violently, and the men on the ship's bridge were on the deck waiting for it to crash.
Another large room, it has concrete floors, coved concrete skirtings, walls tiled to shoulder height, a steel I-beam and hoist trolley fixed to the ceiling above the large doorway to the exterior. The Veterinary School building interior has sheeting and batten cover strips lining its ceilings in a geometric pattern. The ceiling ventilation panels have all been sheeted over. Walls are rendered, and floors are finished with carpet, vinyl, or sealed concrete coved to the walls.
Its decks are concrete, supported by steel I-beam stringers; the roadway is paved in asphalt. With The bridge is the second to stand at the site, which connects the village of Beacon Falls to an industrial area on the west bank of the river. An early wooden bridge, located further downstream, was washed away by flooding in 1855, and was replaced by another wooden bridge at this site. That bridge was strengthened with iron parts in 1892.
Here, they have signs reading "NOSTRAND AVE" in white sans serif lettering on a brown border. The center of the platforms has green I-beam columns at regular intervals with alternating ones having the standard black station name plate in white lettering. West of this station (railroad north), the perpendicular IRT Nostrand Avenue Line merges with the IRT Eastern Parkway Line at the Rogers Avenue Junction. President Street–Medgar Evers College on that line is two blocks to the south.
In vascular plants, perpendicular forces are spread over a larger area and are relatively flexible in both bending and torsion, enabling elastic deforming without damage. Many leaves rely on hydrostatic support arranged around a skeleton of vascular tissue for their strength, which depends on maintaining leaf water status. Both the mechanics and architecture of the leaf reflect the need for transportation and support. Read and Stokes (2006) consider two basic models, the "hydrostatic" and "I-beam leaf" form (see Fig 1).
This underground station has two tracks and two side platforms. The platforms have a green trim line on a black border and name tablets reading "BROADWAY" in white sans serif lettering on a black background and green border. The i-beam columns in the entire station are dark blue with alternating ones on the platforms having the standard black station name plate in white lettering. Small station signs underneath the trim line read "BROADWAY" in white lettering on a black background.
The Booksmith is an independent bookstore located in the Haight Ashbury neighborhood of San Francisco. When first opened in October 1976, the store was located at 1746 Haight Street, below the former I-Beam nightclub. In 1985, the store moved to its current location at 1644 Haight Street at Belvedere, about a block and a half from the intersection of Haight and Ashbury. Other neighborhood businesses include the Persian Aub Zam-Zam, Recycled Records, Amoeba Music, and Ben & Jerry's Ice Cream.
The 1970 model year was the last year of the square styling, front drum brakes, and I-beam front axle. The 6-cylinder (155Hp at 4200 rpm) was now standard equipment. In addition to the 2-barrel V8, a 4-barrel (255 HP at 4600 rpm, 355 lbs-ft torque at 3000 rpm) V8 engine may have been available as an option for the first time in 1970. It is referenced in the owner's manual, but not mentioned in the dealer brochures.
The fourth-generation E-Series (Econoline/Club Wagon) shares the VN platform of the third-generation Econoline, introduced in 1975. Sharing many components with F-Series trucks, the E-Series retained the "Twin I-Beam" front suspension used by rear-wheel drive Ford trucks in North America from the 1960s to the early 1990s. The rear suspension was a live rear axle with rear leaf springs. For the 2008 model year, the chassis underwent its largest revisions of the fourth generation.
The former Hotel America building marks the eastern end of Constitution Plaza, a major 1960s development on the east side of Hartford's downtown. It is a twelve-story structure, built out of steel, concrete, and glass. Its main axis is oriented north-south, with the building passing over Kinsey Street on large steel I-beam trusses. The Hartford Redevelopment Agency was founded in 1950, and Constitution Plaza was its first major project, designed to revitalize an urban slum area on Hartford's east side.
The station's name tablets read "JEFFERSON ST." in gold serif lettering on a blue/dark red background, yellow inner border, and green outer border. There are also directional signs in gold serif lettering on blue/dark red background and yellow/green border. Blue i-beam columns run along both platforms at regular intervals with alternating ones having the standard black station name plate in white lettering. New tile was installed at the Canarsie-bound platform in the summer of 2000.
The station's I-beam columns are all painted Slate Blue with alternating ones on the platforms having the standard black station name plate in white lettering. This station has an upper level mezzanine that is about 1/3rd the length of the platforms. The mezzanine is split into three sections by a wall on the southbound side and a chain link fence on the northbound side. Numerous staircases from each platform go up to their respective outer section of the mezzanine.
The Williams River Bridge is located in central eastern Rockingham, not far above the mouth of the Williams River, where it empties into the Connecticut River. The bridge has a total length of about , consisting of a main span and approach spans of and . The main span is a Warren deck truss, mounted on concrete abutments, with an I-beam sub-floor and concrete road bed set on top of the truss structure. The approaches are supported by I-section plate girders.
Despite being a double A-side, only "Switch" received a music video. The video for "Switch" carried an overall grunge- theme, which was mostly present in North American media in the late 1980s to early 1990s. Most of the video utilized the green screen, showing a rundown Tokyo at night while showing clips of the Crimson Tears video game. The Heartsdales are first introduced by sitting on the flange of an I-beam and Kumi's introduced in frame on a black background.
Janis Tanaka played bass on the demo but did not join the group. The band played live in San Francisco for several months until the permanent disability of Day in December 1992. Hall played as a part of the agro-core hard rock band The Alcohol of Fame (named by studio engineer Garry Crieman) from 1993-1995. The group began as an ensemble Hall put together to perform a benefit for Day at the I-Beam in San Francisco in early 1993.
Alisport Silent 2 The fuselage is carbon and glass fiber composite with epoxy resin. The wings have an elliptical planform, vertical or elliptical design winglets. The wing structure includes extensive use of carbon fiber, both in the sandwich skins and in the tapered I-beam wing spar which uses pultruded carbon rods for the spar caps. The wing geometry is notable in that it varies non-linearly from the root to the tip, both in overall planform shape and in wing section profile.
View of the roadway and a tower, showing stiffening trusses The original Tacoma Narrows Bridge in Tacoma, Washington, collapsed during heavy winds in November 1940. It had employed an -deep girder system, much like the I-beam girders of the Bronx–Whitestone Bridge. However, the Whitestone Bridge was shorter and wider than the Tacoma Narrows Bridge. The Bronx–Whitestone Bridge's deck was also thicker than that of the Tacoma Narrows Bridge, which was only thick to the Bronx–Whitestone Bridge's .
All models use the Chevrolet Performance LSX Bowtie block. LSX376-B15 (part number 19299306) includes forged steel crankshaft, forged powdered metal I-beam rods (both the crankshaft and rods from LSA engine) and forged aluminum pistons (9.0:1 compression), high-flow rectangular-port six-bolt LSX-LS3 heads for supercharged and turbocharged combinations producing up to of boost and up to about . LSX376-B8 (part number 19171049) is a more economical version that is capable of approximately , for engine producing approximately .
In Minimo is not Minimal, Garaicoa juxtaposes an idealized minimal structure with the broken I-beam found in Havana. The use of images from Havana, Beijing, and Shanghai show that Garaicoa believes there is a connection between modern sculptures and modern socialist states. Garaicoa highlights the erosion of political idealism through the ruin of modernist architecture. Another piece in the exhibit, Ciudad doblada (roja) (Bend City (Red)) (2010), was an intricate sculpture made of 96 small, folded pieces of paper.
The 1st Squadron, 1st Cavalry Regiment and Task Force 2nd Battalion, 504th Parachute Infantry Regiment were later added to the DIVARTY Combat Team and assumed responsibility of the city's Al Rashid District. Some places of recreation are found in less likely areas. One such area lies outside in a corner of the Headquarters Company barracks next to the 5th Brigade Combat Team headquarters on Camp Ferrin Huggins. An I-beam lies on the cracked asphalt; its edges coated in wax.
This underground station has four tracks and two side platforms. The two center express tracks are used by the E train during daytime hours and the F train at all times. Both platforms have red I-beam columns at regular intervals with every other one having the standard black station sign plates with white lettering. The station's trim line is purple with a black border and name tablets have "36TH ST." in white lettering on a black background and purple border.
By 1962, Nylint was producing Ford toy replicas for Ford dealership promotions. Nylint was building excellent renditions of the Ford F-100 line of trucks, the Ford “C” tilt-cab, and the smaller Econoline series. By the mid-1960s the company also made a replica of the Ford Bronco. Nylint was blatant about using the Ford label on its toys, stamping “Ford” on tailgates, above the grille, on hubcaps, depicting the Ford “Twin-I-Beam” badge, and a detailed hood decal.
The Kentucky Route 2014 Bridge was located about west of Pineville and spanned the Cumberland River, which is one part of the major drainage system in southern Kentucky. The bridge's main span over the river was long, but adding the approaches, its total length was . Three I-beam spans, each about long, supported the southern approach, while the northern approach was only supported by two. The horizontal clearance of the Kentucky Route 2014 Bridge was and its vertical clearance was .
Both platforms on the upper level have a dark green trim line on a lime green border and name tablets reading "BERGEN ST." in white sans serif lettering on a dark green background and green border, much of which was installed during the 1990s renovations. New tiles replaced the original small "BERGEN" tiles, and covered existing advertisement panels. Dark green i-beam columns run along the entire length of both platforms at regular intervals with alternating ones having the standard black station name plate in white lettering.
The trim line has a geometric Vickers design of brightly colored diamonds in blue and green, bordered by scarlet red and yellow bands. The tablets have a background of blue with a yellow-ochre border. Some of the tablets themselves, and sections of the trim line on both sides have been replaced in recent years with historically accurate replicas. Dark yellow i-beam columns run along the platforms at regular intervals with every other one having the standard black name plate with white lettering.
Hydrostatic leaves such as in Prostanthera lasianthos are large and thin, and may involve the need for multiple leaves rather single large leaves because of the amount of veins needed to support the periphery of large leaves. But large leaf size favors efficiency in photosynthesis and water conservation, involving further trade offs. On the other hand, I-beam leaves such as Banksia marginata involve specialized structures to stiffen them. These I-beams are formed from bundle sheath extensions of sclerenchyma meeting stiffened sub-epidermal layers.
Multi-floor construction, Katowice (2012) Floors in wood-frame homes are usually constructed with joists centered no more than apart, according to most building codes. Heavy floors, such as those made of stone, require more closely spaced joists. If the span between load-bearing walls is too long for joists to safely support, then a heavy crossbeam (thick or laminated wood, or a metal I-beam or H-beam) may be used. A "subfloor" of plywood or waferboard is then laid over the joists.
An issue with the T-beam compared to the I-beam is the lack of the bottom flange. In addition, this makes the beam not as versatile because of the weaker side not having the flange making it have less tensile strength. Concrete beams are often poured integrally with the slab, forming a much stronger –shaped beam. These beams are very efficient because the slab portion carries the compressive loads and the reinforcing bars placed at the bottom of the stem carry the tension.
The construction of these channel-vaulted gun-cover shelters was in advance thickness of guns allowed for flat coffers and left the channel for placing I-beam reinforcements. Between the outside wall and metal reinforcement a layer of asphalt concrete was packed, for waterproofing. Later on, some of the fortifications from this scheme refused to work and concrete was laid directly on structures, then covered with a layer of asphalt. The concrete construction of forts starting 1910 looked different from fortifications built in 1900–1904.
1975–1978 Ford Econoline 150 Chateau 1988 Econoline 350 cutaway van 1980s Ford Club Wagon XLT To increase the versatility of the full-size van line, the Econoline was developed using body- on-frame construction for the first time. In addition to increasing the strength of the chassis, the configuration allowed more commonality with the F-series trucks. As before, the Twin I-Beam front suspension was used. In its new configuration, the engine was moved further forward and lowered, relative to the body.
The current span uses a steel I-beam construction supported by two bridge piers. Prior to August 2007, the bridge carried four lanes of traffic in each direction. One of these lanes on each side is used for an entrance/exit lane for Huron Boulevard (East Bank) and Riverside Avenue (West Bank). Following the I-35W Mississippi River bridge collapse, through traffic was detoured along a three mile (5 km) stretch of I-94 including this bridge before turning north on Minnesota State Highway 280.
This includes original marketing material and many typefaces and icons, some of which became patented. As a whole platform of their own, these designs comprise the first visual language for the identity of the Macintosh and for Apple's pioneering of graphical user interface (GUI) computing. She refined Apple's existing iconograpy and desktop metaphors imported from the Macintosh's predecessor, the Lisa, such as the trash can, dog-eared paper icon, and I-beam cursor. She devised the practice of associating unique document icons with their creator applications.
Daredevil also appears in Marvel Zombies: Dead Days. He shows up on the scene in order to save a terrified Nova from the zombified Spider-Man, saying that they have to kill Spider-Man immediately. Ironically, he becomes a zombie when Spider-Man bites him on the back because Nova is too scared to assist him. In the limited Marvel Zombies series, Daredevil is among those who chase and eventually eat Magneto, but not before Magneto hurls an I-beam completely through his torso.
Alternatively, cargo was offloaded and reloaded, a time-consuming effort that delayed cargo shipments. For the transcontinental railroad, the builders adopted what is now known as the standard gauge. The Bessemer process and open hearth furnace steel-making were in use by 1865, but the advantages of steel rails which lasted much longer than iron rails had not yet been demonstrated. The rails used initially in building the rail way were nearly all made of an iron flat-bottomed modified I-beam profile weighing or .
The southern wing contains similar spaces and also a dark room and the post-mortem room. This is a large room, its floor set lower than the other rooms with coved concrete skirtings. It has a large doorway to the exterior in-filled with more recent glazing and a timber door, and a steel I-beam on the ceiling above the door. The northern wing again contains laboratories, offices and store rooms, but also a large lecture room with dais and kitchenette, and an equine operating theatre.
Two doors and two windows open towards the central area in which a brick control cabin with a reinforced concrete roof is located. The design and construction of the northern enclosed stand mirrors that of the southern one. The horizontal I-beam section of a monorail, rated for a maximum loading of , is positioned close to the ceiling at the eastern end of this stand. Of the two walls built to protect workers in the two open testing stands constructed in 1943, only one remains standing.
This gap in the state road system remained through at least 1949. MD 194 northbound near Keymar MD 71 received a new steel I-beam bridge over Big Pipe Creek in 1940; this bridge was replaced in 2005. The state highway was widened through Taneytown in 1948. MD 71's present steel I-beam bridge over Little Pipe Creek at the county line was started in 1953 and completed in 1954 along with of approach roads. The state highway was reconstructed and widened from the Little Pipe Creek Bridge to New Midway in 1952 and 1953. Reconstruction of the highway commenced from New Midway to Woodsboro in 1953, from Woodsboro to Ceresville in 1956, and from Taneytown to the Pennsylvania state line in 1957. In 1956, MD 71 was involved in a three-route number change involving highways in three different areas of the state. MD 71 was reassigned to the Blue Star Memorial Highway then under construction from Queenstown to the Delaware state line in Warwick; this designation lasted only three years before U.S. Route 301 was rerouted onto the highway in 1959.
First flown in 1987, the original Sparrow Ultralight is a single seater designed as an FAR 103 Ultralight Vehicles compliant aircraft with an empty weight within that category's empty weight limit, when equipped with a light enough engine. The Sparrow can also be built in the US homebuilt and light-sport aircraft categories. The aircraft has a 4130 steel tube frame fuselage and a wing constructed with dual aluminium I-beam spars, with stamped aluminum wing ribs, all covered in doped fabric. The wings are supported by V-struts and jury struts.
All modern rails are hot rolled steel with a cross section (profile) approximate to an I-beam, but asymmetric about a horizontal axis (however see grooved rail below). The head is profiled to resist wear and to give a good ride, and the foot profiled to suit the fixing system. Unlike some other uses of iron and steel, railway rails are subject to very high stresses and are made of very high quality steel. It took many decades to improve the quality of the materials, including the change from iron to steel.
Front and rear axles were both solid, with the front being an I-beam unit from a Ford and the rear also being Ford but with a Halibrand quick-change center. Suspension was done by Monroe coil-over shock absorbers and the axles were located by trailing arms and a Watt's linkage. Brakes were Mercury-Bendix and the wheels were magnesium Halibrands. The first engine used was a Chevrolet small-block V8 with a GMC 4-71 Roots-type supercharger blowing through a Potvin intake manifold and Hilborn fuel injection.
"L" plaques for "Longwood Avenue" run along the trim line at regular intervals. The name tablets are bordered in mixed shades of green and brown, and read "LONGWOOD AVE." in all-caps, serif white lettering on a mottled blue background. Light green I-beam columns run along the platforms at their center at regular intervals with every other one having the standard black name plate with white lettering. Both platforms were extended at either ends in the 1960s to accommodate the current standard length of an IRT train ().
Side view of a beam with two weld access holes cut into the web. Also the flanges have been beveled in preparation for welding. The weld access hole or rat hole is a structural engineering technique in which a part of the web of an I-beam or T-beam is cut out at the end or ends of the beam. The hole in the web allows a welder to weld the flange to another part of the structure with a continuous weld the full width on both top and bottom sides of the flange.
The platforms only have I-beam columns near fare control in the center and these are painted yellow. The platforms are narrower and have cinder-block tiles at either ends, where they were extended in the 1950s to accommodate the current standard "A" Division train length of 510 feet. Here, there are signs reading "BEVERLY ROAD" in white arial font on a gray background. This station's name is spelled with two "e"s while the Beverley Road station on the BMT Brighton Line on the same street is spelled with three "e"s.
Kevin Koontz, Ramsey County Historical Society Research Center, St Paul, Minnesota, 26 November 2012 It was later renamed Vision of Peace in 1994 at a special community ceremony involving three major Minnesota Native American tribes. The statue weighs approximately 60 tons, stands 38 feet high, and was carved from creamy white Mexican onyx using Milles’ full-scale model. The statue sits on a revolving base which turns the figure 132 degrees every 2.5 hours. There are 98 sections fastened to a steel I-beam and supported by three-quarter inch bronze ribs.
This underground station has two side platforms and two tracks with space for a center track. Both platforms have a light green trim line on a darker green border and name tablets reading "CLASSON AVE." in white sans serif lettering on a dark green background and lighter green border. There are small "CLASSON" directional signs in white lettering on a black background beneath the trim line and name tablets. Dark blue i-beam columns run along both platforms at regular intervals with alternating ones having the standard black station name plate in white lettering.
A development of the 1982 vintage Anglin J6 Karatoo, the L'il Buzzard was introduced in 1990. The design goals included low-cost, durability in the trainer role, fast construction time and ease of maintenance. Because it is not on the list of approved advanced ultralights and, being delivered fully assembled is not eligible for registration as an amateur-built aircraft, Canadian registered L'il Buzzards are basic ultralights. The aircraft is constructed with a welded 4130 steel tube fuselage and aluminium wings, built up from a D-cell on an I-beam spar.
The T-beam, though simple in design, contains multiple design elements of interest. Unlike an I-beam, a T-beam lacks a bottom flange, which carries savings in terms of materials, but at the loss of resistance to tensile forces. In parking garages, however, this lack of a bottom flange on a T-beam serves as an advantage in that the stem rests on shelf making the flange the upper deck. T- beam designs come in many sizes, lengths and widths depending on what the structure is and its compression tension needs.
The bridge is covered by a gabled roof which has a distinctive central monitor for much of its length. The exterior of the bridge is clad in vertical board siding which rises most of the way to the roof, leaving an open strip at the top of the sides. The siding extends into the portals a short way, and there is a band of skirt-style siding extending below the main siding. The decking now has a steel I-beam substructure, leaving the trusses to only support the superstructure.
Bridge deck The Planter Road – Jackson Creek Bridge is a long and wide steel plate girder bridge; a variety of bridge that was commonly used in states such as Pennsylvania and New York, but is relatively rare in Michigan. The superstructure contains two 50-foot through girders, made from a steel plate with riveted angle flanges and web stiffeners. The deck of the bridge supported by I-beam stringers, over which concrete is laid. The bridge is a strictly utilitarian structure, with no architectural detailing of any kind.
Despite ingesting two foreign objects (a mooring buoy and a steel I-beam) during the early years, the single-screw vessel could continue independent operations at moderate power levels without immediate repairs. Following Canmar Kigoriaks arrival to the Beaufort Sea in late 1979, the Canmar drillships drilled a total of 25 wells for Dome Petroleum and other oil companies in the Canadian part of the Beaufort Sea.Callow, L. (2012): Oil and Gas Exploration & Development Activity Forecast, Canadian Beaufort Sea 2012 – 2027. LTLC Consulting in association with Salmo Consulting Inc. April 2012.
The unibody proved unpopular, and Ford discontinued the option after the 1963 model year. In 1965, the F-Series was given a significant mid-cycle redesign. A completely new platform, including the "Twin I-Beam" front suspension, was introduced that would be used until 1996 on the F-150 and until 2016 on the F-250/350 4x2. Additionally that year, the Ranger name made its first appearance on a Ford pickup; previously a base model of the Edsel, it was now used to denote a high-level styling package for F-Series pickups.
The Pierce-Arrow gasoline engine has been replaced, first with a war-surplus GMC gasoline engine at the RGS, then at Knott's with a war-surplus in-line 6 cylinder Diamond-Reo gasoline engine. In 1997 the engine was replaced once more with a Cummins Diesel engine supported with an I-beam frame extension salvaged from the demolished Windjammer Surf Racers roller coaster. In late 1973, the park received ex-D&RGW; K-27 #464, a Mikado locomotive. However, due to clearance issues, Knott's later donated the locomotive to the Huckleberry Railroad in Flint, Michigan.
The first-generation Ranger uses a body-on-frame chassis design; while using a chassis developed specifically for the model line, the Ranger adopts many chassis design elements from the F-Series. Along with traditional leaf-spring rear suspension, the Ranger is fitted with Twin I-Beam independent front suspension. To minimize unsprung weight, the Twin I-Beams were constructed of stamped high-strength steel (rather than forged steel). Rear-wheel drive was standard, with part-time four-wheel drive as an option (never offered in the Courier).
However, other fans claim that this album contains some of Martin's most memorable and emblematic work, including "Burgundy Years," "Hansel (I Will Be Your Friend)," and "I Beam, You Beam". Martin quickly followed this album with yet another EP, this one titled Old Wives Tales. While retaining the Black Forest fairy-tale theme, he dropped the darker, gothic strains and produced a set of songs mixing pop and nostalgia. Joy Electric, in some way or another, has always been an escapist band, leading the listener into a sort of musical land largely unfamiliar and isolated.
Street stair to uptown platform This underground station, opened on September 10, 1932, has four tracks and two side platforms. The platforms have name tablets reading "116TH ST." in white sans serif lettering on a blue background and black border, but no trim line. Small direction and name signs reading "116" in white lettering on a black border run at regular intervals. There are blue I-beam columns that run along both platforms at regular intervals with every other one having the standard black station name plate in white lettering.
Kronosaurus queenslandicus before glass was added to exhibit. 1957-8 In 1956, Romer decided to mount a Kronosaurus queenslandicus skeleton and had to obtain an unusually large amount of money to do the job. This was because the weight of the final mount was estimated to exceed the carrying capacity of the floor on which it would rest, due to the large amount of steel that would be used in preparing the mount. Therefore, architects drafted plans for a large I-beam to span the entire width of the building.
It is a hemlock lattice truss bridge supported by dry-laid fieldstone abutments faced in concrete at either end. On the east a ten-foot (3 m) approach ramp supported by a steel I-beam leads up slightly to the portal past a rustic wooden fence along either side of the road that becomes timber guide rails. A plank deck wide is supported by eight irregularly spaced stringers atop wood planks. Four of the cross beams extend beyond the bridge where they connect to the upper chord via sway braces.
HAER, p.4 Heavy traffic at the Mass Ave and Memorial Drive intersection on the Cambridge end of the bridge led to the construction of an underpass in 1931.HAER, p. 5 The bridge was formerly referred to as the "Xylophone Bridge" because of the sound its wooden decking made when traffic traveled over it. This decking was replaced in 1949 with concrete-filled "I-beam lok" grating topped with a thick bituminous wearing surface. At this time, all bearings were replaced, and the trolley car tracks were removed, as were granite blocks.
The engineers and maintenance crews took the large I-Beam Invasion barriers from the beaches at Normandy and used the beams to weld large crossing rams on the front of the Sherman tanks. They would then hit the hedgerows at high speed, bursting through them without exposing the vulnerable underbellies of the tanks. Until this happened, they could not get across the hedgerows. Ordered to help close the Falaise Gap and Argentan pocket which contained the German Seventh Army, the division finished the job near Putanges by 18 August.
This was followed by visiting professorships at Dartmouth College, the University of Wisconsin, New Jersey School of Architecture, and Cooper Union Design Center. He was chair of the Environmental Design department at Parsons School of Design from 1984 to 1990. After teaching at Domus Academy in Italy and at the University of Oklahoma, he became a professor of architecture at Pennsylvania State University in 1999. Wines daughter Suzan is also an Architect and is co owner with fellow Architect Azin Valy of the award winning firm I-Beam Design.
The bridge's Town lattice is an unusual design choice, but the later addition of the queen trusses are also unusual, resulting in a unique visual appearance by the bridge's unequal spans. This gives the appearance of kingposts within the queenposts. Since the addition of the steel I-beam flooring in 1973, the trusses have supported nothing but themselves. The State of Connecticut's lists the bridge as CT 1338 and the May 2012 inspection of the bridge found the deck and superstructure conditions to be satisfactory and condition of the substructure to be fair.
This underground station has two tracks and two side platforms. Both platforms have a lime green trim line on a darker green border and name tablets reading "FULTON ST" in white sans serif font on a dark green background and lime green border. Small black "FULTON" signs in white lettering run along the trim line at regular intervals and directional signs in the same style are below the name tablets. Blue i-beam columns run along both platforms at regular intervals with alternating ones having the standard black station name plate in white lettering.
The deck consists of rolled I-beam stringers with wooden flooring. Elements of bridge exhibit modest Victorian styling. with The bridge was fabricated by the Groton Manufacturing Company of New York, and is one of two bridges in the state known to be manufactured by them. The company had originally offered the town an already-built structure intended for a different location in New York at a discount price, but was forced to build a new structure at a loss when the first was retained by the first municipality at a different location.
Both of the Hemlocks relay Mohawk culture and history through their artwork. Babe and Carla collaborate with each other to create political art works, as well. Babe carved and painted Walking in Two Worlds, and Carla created a quilt Tribute to Mohawk Ironworkers, which combined beadwork and appliquéd figured inspired by Charles Ebbets' iconic 1932 photograph of Mohawk men perched on a suspended I-beam. These pay homage to the late-19th century and 20th-century Mohawk construction workers, who helped build the highrises of New York City, including the Empire State Building.
A truss can be thought of as a beam where the web consists of a series of separate members instead of a continuous plate. In the truss, the lower horizontal member (the bottom chord) and the upper horizontal member (the top chord) carry tension and compression, fulfilling the same function as the flanges of an I-beam. Which chord carries tension and which carries compression depends on the overall direction of bending. In the truss pictured above right, the bottom chord is in tension, and the top chord in compression.
It was built for train travel to transport coal from Greene County mines to large cities, such as Chicago. Passenger trains once traveled across the viaduct, but passenger service was discontinued in 1948. According to a placard that used to be attached to the western side of the bridge (underneath the tracks on a large I-beam), the bridge was constructed by the New York Bridge Company, not the Indianapolis Southern Railway or its successor the Indianapolis Southern Railroad. In 2004 or earlier, the placard had been removed.
The original concept of an all-fabric inflatable aircraft was based on Taylor McDaniel's inflatable rubber glider experiments in 1931. Designed and built in only 12 weeks, the Goodyear Inflatoplane was built in 1956, with the idea that it could be used by the military as a rescue plane to be dropped in a hardened container behind enemy lines. The 44 cubic ft (1.25 cubic meter) container could also be transported by truck, jeep trailer or aircraft. The inflatable surface of this aircraft was actually a sandwich of two rubber-type materials connected by a mesh of nylon threads, forming an I-beam.
The stub wings served as attachment points for Junkers' patented sparless wings, which consisted of short span truss-tires sections successively layered outwards from the stub wings. Other elements fixed onto the centre section include the nose section, rear fuselage, and tail unit. Atypically for the era, the wing lacked any exterior bracing struts or wires; the only use of external bracing was for support of the horizontal stabilisers and the undercarriage. The internal structure made use of welded strip-steel angle stock and I-beam sections in conjunction with portions of steel tubing to form its main internal structure.Cowin 1967, p. 4.
1972 Ford F-500 The fifth-generation F-Series was introduced for the 1967 model year, with Ford diverging the design of its light-duty and medium-duty F-Series. To streamline production costs, medium- duty trucks (and bus chassis) retained the cab and hood of light-duty trucks. In place of Twin I-Beam suspension, a solid front axle was retained; redesigned front fenders to accommodate a wider front track (and larger wheels) were used. The front fascia was derived largely from the fourth- generation heavy-duty F-Series, adopting a full-width grille between the headlamps.
The wings were built in a similar manner in a jig that held the wing skins, with the ribs then fitted to the skins. Schmutzhart says that the wing skins were formed by being "pressed between the floor, a long board, two lawyers, one architect, a federal bureaucrat and a White House aid". The wing spar is a 6061-T6 aluminum milled I-beam, with the outer spar sections built up from bent flat aluminum stock. The aircraft was originally fitted with an all-flying tail, but this was later modified to a conventional tailplane and elevator.
Name tablet This underground station has two tracks and two side platforms. Both platforms have a light green trim line with a dark green border and name tablets reading "CLINTON - WASHINGTON AV." on two lines in white sans serif lettering on a dark green background and a lighter green border. Beneath the trim line and name tablets are small directional signs and station names (alternating between "CLINTON" and "WASHINGTON") in white lettering on a black border. Yellow i-beam columns run along both platforms at regular intervals with every other one having the standard black station name plate in white lettering.
This station has a full length mezzanine above the platforms and tracks supported by yellow I-beam columns. The center of the mezzanine is outside fare control and has a token booth and two street stairs at each end. The ones on the west (railroad south) go up to the northeast and southwest corners of Clinton and Lafayette Avenues while the ones on the east (railroad north) end go up to either eastern corners of Washington and Lafayette Avenues. The center of the mezzanine also has a bank of turnstiles, two exit-only turnstiles, and two staircases going down to each platform.
458x458px A T-beam (or tee beam), used in construction, is a load-bearing structure of reinforced concrete, wood or metal, with a -shaped cross section. The top of the -shaped cross section serves as a flange or compression member in resisting compressive stresses. The web (vertical section) of the beam below the compression flange serves to resist shear stress and to provide greater separation for the coupled forces of bending. The T-beam has a big disadvantage compared to an I-beam (with shape) because it has no bottom flange with which to deal with tensile forces.
Positioned immediately down slope to the south-west of the hut lies an iron "I" beam which may have been a radio aerial or mast. Surrounding the hut and the mast are scatters of artefacts including numerous large black Dunlop brand batteries, CGI sheets, white ceramic fragments, timber posts, wire cable, window glass, and window latches. Extending down the ridgeline from the hut to the main lazaret pathway are collapsed telephone line poles. The hut housed a small petrol generator to charge a set of batteries and a rack holding a single channel radio-telephone to Palm Island.
In March 2012, Southern Lord Records announced plans for a deluxe reissue of the album, adding of the pending release that "The audio is clearer, louder, and at last brings a true representation of Sleep's hour-plus Weedian chronicle". The reissue features new artwork by the band's artist Arik Roper, a recording mastered from the original studio tapes by From Ashes Rise guitarist Brad Boatright, and a live version of the song "Holy Mountain", recorded at the I-Beam in San Francisco in 1994. This version of the album reached number 14 on the Top Heatseekers chart.
The Trocadero Transfer was founded by Dick Collier. The club stayed open on Saturday nights until 6 a.m. The entire Golden Gate Business Association (San Francisco's Gay business association) had to go down to the San Francisco Board of Permit Appeals to make sure that the Trocadero got its after hours license, and even then it was a while before the club was allowed to serve alcohol after hours. Diebold, David Tribal Rites:San Francisco's Dance Music Phenomenon Northridge, California:1986--Time Warp Publishing Page 128 People came to the Trocadero after the I-Beam closed at 2 a.m.
The second-generation Ranger carried much of its chassis design from its predecessor, with a leaf-sprung rear suspension and a Twin I-Beam independent front suspension. Two wheelbases were carried over from the previous generation: 107.9 inches (short bed), 113.9 inches (long bed), with the SuperCab lengthened to 125.2 inches (0.2 inches longer). Rear-wheel drive remained standard, with four-wheel drive as an option; a Dana 35 TTB front axle was used. With four-wheel drive Rangers, a manually-shifted transfer case was standard; a "Touch Drive" electronically-shifted transfer case was an option, using automatic-locking front-wheel hubs.
Structurally, the EMESE-B had a flat girder fuselage with straight, multi-part flanges or longerons. Starting under the wing, the upper flange sloped down markedly then joined a near-horizontal flange which reached to the tail. The forward- projecting lower flange began at the nose and was itself an I-beam structure back to the trailing edge where it met a single piece flange sloping upwards to the tail. The web that joined the two flanges began with two near-vertical members under the wings, followed by two pairs of alternately gently and steeply sloping members.
The name tablets have "155TH ST. – 8TH AVE." in white sans serif lettering on a black background and green border on them. Yellow I-beam columns run along both platforms at regular intervals, with alternating ones having the standard black name plate in white lettering. The street staircase is wider than normal staircases, since the Polo Grounds stadium, home of the former New York Giants, was situated near the station, before the team left for San Francisco in 1958. The stadium was demolished in 1964 to make way for public housing after the New York Mets played there in 1962 and 1963.
To correct this problem, Stone added more iron I-beams to the diagonals to strengthen them. The placement, size, and number of beams added is not clear, but Stone likely added two I-beams to the brace in the end panel, two I-beams to the brace in the first panel from the end, and one I-beam to the second panel from the end. This worsened the bridge's dead load problem. Collins, Congdon, Rogers, and Stone all later testified that the I-beams making up the diagonals were now turned 90 degrees, so that the flanges were horizontal.
There were mosaic decorations by Squire J. Vickers or Herbert Dole depicting ships along each platform's wall. Red i-beam columns ran along the entire length of both platforms at regular intervals with every other column having the standard black station name plate in white lettering; the name plates alternated between "Cortlandt Street" and "World Trade Center". In 1965, Cortlandt Street west of Church Street was demolished to create the superblock of the World Trade Center. The station, with entrances at Vesey Street and inside the World Trade Center concourse, was separated from the remaining block of Cortlandt Street.
Precast concrete products can withstand the most extreme weather conditions and will hold up for many decades of constant usage. Products include bunker silos, cattle feed bunks, cattle grid, agricultural fencing, H-bunks, J-bunks, livestock slats, livestock watering trough, feed troughs, concrete panels, slurry channels, and more. Prestressed concrete panels are widely used in the UK for a variety of applications including agricultural buildings, grain stores, silage clamps, slurry stores, livestock walling and general retaining walls. Panels can be used horizontally and placed either inside the webbings of RSJs (I-beam) or in front of them.
The platforms' I-beam columns are painted in blue, but some columns are encased in concrete and covered with white tiles. The fare control is in the center of the full-length mezzanine above the platforms and tracks, with unmanned High Entry-Exit Turnstile (HEET) entrances at the southeast end of the mezzanine, and a turnstiled exit with a booth at the northeast end. There is also a HEET entrance in the center of the mezzanine. West of the station, there are switches between both westbound tracks; the corresponding switches for the eastbound tracks are east of the station.
The Southern Poverty Law Center, which tracks extremist groups, described Francis as an important white nationalist writer known for his "ubiquitous presence of his columns in racist forums and his influence over the general direction of right-wing extremism" in the United States. Analyst Leonard Zeskind called Francis the "philosopher king" of the radical right, writing that "By any measure, Francis's white nationalism was as subtle as an eight-pound hammer pounding on a twelve inch I beam."Leonard Zeskind, Blood and Politics: The History of the White Nationalist Movement from the Margins to the Mainstream (Farrar, Straus and Giroux, 2009).
This station has a full-length mezzanine above the platforms and tracks supported by yellow I-beam columns located every . It is separated into three sections by two chain-link fences, which separate the paid areas along the outer walls from the unpaid area in the center of the station. However, underneath the westernmost staircase of the station, there is a passageway that connects the mezzanines from each direction, allowing free transfers between directions. The token booth is at the center in the middle section outside fare control with a small turnstile bank to either outer section.
11 to be used in memorial" , Mercer County press release dated March 28, 2011. Accessed September 11, 2011. "Mercer County Executive Brian M. Hughes was flanked by firefighters and first responders from around the County today as a section of a steel beam recovered from Ground Zero was displayed for the first time. The 10-foot, 2,108-pound piece of I-beam steel was recovered from Ground Zero during the aftermath of the September 11, 2001 attacks.... Dozens of firefighters and first responders from Mercer County worked at Ground Zero for the first 10 days after September 11, Hughes said.
The details of this process are described by collision theory. Due to different instrumental configuration, two main different types of CID are possible: (i) beam-type (in which precursor ions are fragmented on-the-flight) and (ii) ion trap-type (in which precursor ions are first trapped, and then fragmented). A third and more recent type of CID fragmentation is higher- energy collisional dissociation (HCD). HCD is a CID technique specific to orbitrap mass spectrometers in which fragmentation takes place external to the ion trap, it happens in the HCD cell (in some instruments named "ion routing multipole").
Grinnell Company-General Fire Extinguisher Company Complex is a historic factory complex located at Charlotte, Mecklenburg County, North Carolina. It was built in 1929–1930, and consists of a two-story office building and massive tall, one-story Grinnell manufacturing building. The office building is a reinforced concrete structure, with a brick veneer, a flat roof, and a parapet capped in concrete coping. The manufacturing building has a poured concrete slab foundation, brick veneered walls, a steel framing system consisting of I-beam piers and heavy Pratt truss roof, banks of continuous, steel sash windows, and large, sawtooth monitors.
The platforms have a blue trim line on a dark blue border (ultramarine blue and cobalt blue, with replacement tiles at the north end that are ultramarine blue and navy blue). The name tablets consist of "SPRING ST" in white sans-serif font on a dark blue background with a lighter blue border. Beneath the trim line and name tablets are "SPRING" and directional signs in white lettering on a black border tiled onto the walls. Blue I-beam columns run along the entire length of both platforms, with every other one having the standard black and white station signs.
Temple VI is an abstract steel sculpture consisting of a four- footed base that rises to a central, rectangular raised platform that supports the upper portion of the sculpture. The main body of Temple VI is similar to a vertical I-beam with extra pieces welded onto the body. Some of these additions are crossing, semi-circular pieces; others are dagger-like pieces that hang from a higher level; still others are square blocks that were added. At the top of the sculpture lies a circular level piece with a tall, abstract form extending into the air.
The Bolivia Road Bridge is a truss bridge near Bolivia, Illinois, which formerly carried Bolivia Road across the Sangamon River. The bridge's main span is a Parker through truss, and the structure also includes a pony truss and several I-beam trusses. Plans to construct the bridge began in 1900, when Lanesville Township's highway commissioner petitioned Sangamon County for funds for a bridge. Funding on the bridge ultimately came from a joint effort by Lanesville Township, Sangamon County, Christian County, and Christian County's Mount Auburn Township, as the latter two areas were connected to Sangamon County by the bridge.
1973 International 1210, facelift version with metal grille The 1010 and 1110 have the same weight rating, the difference being in the front suspension: independent, by torsion-bars, for the 1010, and of a solid I-beam construction for the 1110 (and all heavier versions). A first for the segment was the option of a Bendix anti-lock brake system called Adaptive Braking System by International. Operating only on the rear wheels, it was made available the pickups (and Travelalls) in late 1971. Due to the expense of this novel system, it was a rarely selected option.
In 1939 Árpád Lampich designed a single-seat club trainer constructed from wood, steel sheet and steel tubes. Its wing, which was mounted on top of the fuselage, was rectangular in plan out to angled, blunted tips and built around a wooden I-beam spar at about 25% of the chord, assisted by an auxiliary spar near the trailing edge. The latter was a steel cylinder for about half the span, extended outboard with steel pates on which the constant-chord ailerons were mounted. The ribs were wooden ahead of the main spar but light alloy plate behind.
The lower level of the wheelhouse features a sleeping area and a sink to maintain the illusion of this being the captain's living quarters. The pilot signals the departure and arrival of Mark Twain using a horn and bell system, along with various signals to other river craft attractions. Because the riverboat travels along a hidden I-beam guide rail throughout the ride, the pilot does not maneuver the ship. Instead, the pilot serves as lookout for other river traffic, such as Davy Crockett's Explorer Canoes and the Rafts to Pirate's Lair on Tom Sawyer Island, and communicates his observations with the boiler engineer.
He started the G.W. Van Dusen & Co. grain company in Rochester, Minnesota, which merged by 1889 with a Minneapolis company to become Van Dusen-Harrington. This eventually became part of the Peavey Company, acquired by ConAgra in 1982. Van Dusen is credited with naming Byron, Minnesota after the town of Port Byron, New York, where he once lived, though his father Laurence had been born in Byron Center, Genesee County, New York. The Van Dusens are said to have survived a tornado that destroyed a previous home and as a result the mansion has some unique features including I-beam construction that supposedly made the home tornado proof.
During the same time, China sent a message stating it owned the island and to stop all procedures and depart the island; North Vietnam also stated it owned the coral reef and to make haste out of the area or it would send a warship to engage the Navy ships, both dispatches were taken seriously, however, no county was taking another operational naval vessel. All towing attempts failed, and a typhoon was closing in on the area. The 'Beaufort' made on final attempt. Another ship rammed the starboard side of the Beaufort, nearly crushing a sailor, as the I-Beam of the other ship crushed-in the side of the 'Beaufort'.
1938 Roadmaster Spring and shock absorber mechanism on the rear wheels of the 1938 Buicks Styling changes for 1938 were modest, with a longer hood extending to a now nearly vertical grill, taller bumper guards and redesigned hubcaps, but the effect was striking. Important changes were made to both engine and chassis. The ride was improved by replacing the rear leaf springs with coil springs, supported by double-acting shock absorbers that were some four times the size of any others on the market. The frame X-member was changed from I-beam to channel construction and all wood structural elements were replaced with steel.
NASA provided MPTA-ET and two filament-wound Solid Rocket Booster casings, which had been designed for polar-orbit launches from Vandenberg Air Force Base. On February 16, 1988, NASA shipped MPTA-ET, an external tank which had been used for propulsion tests with MPTA-098, on an open barge from Stennis Space Center in Mississippi up the river to Michoud, where it was transferred to the Orion barge to sail up the river to Marshall Space Flight Center. The tank, not having been designed to hold the weight of an orbiter at an angle, required reinforcements. NASA installed I-beam spokes in the tank at Marshall, in building 4705.
Then, a series of lateral bracing struts were installed on the top and bottom of the road deck - that connected to the outer steel chords. Next, a series of eight deep I-beam "stringers" were installed (positioned longitudinally). This was the final steelwork step involved, and the deck was soon raised on each corner to attach the suspender cables and their "jewels" to the vertical stiffening truss members. Unlike Gertie, whose preassembled deck sections were first raised into place at the center of the main span and the ends of the sidespans, on the new bridge the stiffening truss was erected first at each tower, and then progressed outwards.
A ceremonial party led by Governor Merriam celebrated the completion of the first drift on July 24 by walking through it, followed by a short speech. The space between the three drifts was then excavated, resulting in a single arch-shaped bore (in cross-section), and the tunnel roof was constructed using steel I-beam ribs spaced apart to support the rock, which were then embedded in concrete up to thick at the crown. No cave-ins occurred during the excavation of the tunnel. After the roof was completed, the remaining core of rock between the tunnel roof and lower deck was excavated using a power shovel.
Post-war analysis by the U.S. Naval Technical Mission to Japan noted that Shinano had serious design flaws. Specifically, the joint between the waterline armor belt on the upper hull and the anti-torpedo bulge on the underwater portion was poorly designed, a trait shared by the Yamato-class battleships; Archerfishs torpedoes all exploded along this joint. The force of the torpedo explosions also dislodged an I-beam in one of the boiler rooms, which punched a hole into another boiler room. In addition, the failure to test for water-tightness in each compartment played a role as potential leaks could not be found and patched before Shinano put to sea.
Ouchy M2 station, Showing the angle iron guide bars, the I-beam roll ways and the bumper posts sandpile, in the Montreal Metro near the Beaugrand Station, showing the unusual inverted U cross-section of the guide bars, precast concrete roll ways and conventional track The rubber-tyred metro systems that incorporate track have angle irons as guide bars, or guiding bars, outside of the two roll ways. The Busan Subway Line 4, that lacks a rail track, has I-beams installed as guide bars. The flanges are vertical. The Sapporo Municipal Subway, that lacks a rail track as well, has no guide bars.
Brunel's bridges over the entrance locks to the Cumberland Basin, Bristol Harbour. A balloon flange girder or (colloquially) balloon topper is a form of vertical I-beam wrought iron plate girder, where the top flange, instead of being a simple flat plate, is extended into a hollow tube. When a girder is subjected to a positive bending moment the top flange acts in compression making a flat plate flange more susceptible to local buckling than the balloon flange is. Surviving section of Chepstow Railway Bridge girder, now at Brunel University, Uxbridge This type of girder was rarely used, its only common user being Isambard Kingdom Brunel in the 1840s and 1850s.
Following the September 11, 2001 attacks, the Young Republicans Club at Bartram Trail wanted to get a piece of the destroyed World Trade Center for a memorial to those who died in the attacks. Students sent letters to the Office of Emergency Management in New York, forwarded by the former principal, Jim Springfield. The office replied in May 2002 and agreed to let them own a piece of the World Trade Center debris as long as Springfield came to New York City and got it himself. He received the debris on May 21, 2002; the piece was a six-foot-long piece of I-beam steel that weighed seven hundred pounds.
Harry's skill with battle magic has increased steadily and quickly. His shields are the most striking example, initially unable to deal with sufficiently strong attacks, and not warding away heat, such that his hand was almost burned off. Now, thanks to practice and improved foci, they can deal with significant attacks without a problem. While the head of the Wardens has sufficient focus to wield fire magic with a pinpoint laser-like effect that can cut a person in two, Harry has the power to take out a building, fry an I-beam, and has 'upgraded' to a blue-white shot of fire magic strong enough to bore through a Denarian.
The arch is mounted on concrete footings, which are located near the stone abutments of the previous bridge. The bridge structure is built out of a series of panels and other steel elements, joined by rivets, and its deck consists of I-beam stringers covered by a concrete base. with The bridge was built in 1911, its trusses built by the American Bridge Company to a design by John W. Storrs, a prolific local bridge engineer. It was originally built as a railroad bridge, and was in 1933 adapted for use as a highway bridge; it is from that period that its current deck dates.
The first generation Explorer had one of the lowest fuel economy ratings for any SUV available in the United States, due at least in part to Ford's recommended tire pressure. To fix the problem Ford reduced the amount of material in the roof of the Explorer for the second generation that went on sale beginning in 1995. The lighter roof was so weak that it would collapse under the weight of an overturned Explorer if the windshield were smashed in, a condition that often happened in rollover accidents. In addition Ford replaced the Twin I-Beam suspension with a lighter weight short and long-arm suspension, but didn't lower the engine.
Each "U" beam, weighing 80 metric tonnes, would be cast on the ground at a nearby designated temporary factory area between the N1 and the railway reserve. Each beam would be a specific length and be designated to be placed in the exact place for which it was designed. The beams would be cast on a set of reusable foundations and steel moulding panels supported by steel jacks. The beams would be transported on the ground by a purpose built pair of 12 wheeled trucks, made of welded steel "I-beam" frames, each attached to the end of a concrete span "U" beam and then towed a short distance to the construction site by a conventional diesel mechanical horse.
BC Rail #871027, a centerbeam flat car, leaves Burlington Northern's Eola Yard, in Illinois in 1992. Centerbeam flatcars, centerbeams, center partition railcar, or "lumber racks" are specialty cars designed for carrying bundled building supplies such as dimensional lumber, wallboard, and fence posts. They are essentially bulkhead flatcars that have been reinforced by a longitudinal I-beam, often in the form of a Vierendeel truss, sometimes reinforced by diagonal members, but originally in the form of stressed panels perforated by panel-lightening "opera windows", either oval-shaped (seen above) or egg-shaped. These flatcars must be loaded symmetrically, with half of the payload on one side of the centerbeam and half on the other, to avoid tipping over.
Seen from across Liberty and Nassau Streets The superstructure is fireproof and made of metal, exerting a total live and dead weight of upon the foundations. There are 24 columns in total: one above each of the eight interior piers, two above each of the corner piers, three above each of the piers on the western and eastern sides, and two carried above cantilever girders extending to the piers on the northern lot line. The columns each carry a load of between , and are connected to the piers through I-beam grillages at the top of the piers. The spandrel girders are deep below the fifth floor and deep above that floor.
In July 1962, the state of New York proposed the relocation of NY 282 south of the village of Nichols. The project, proposed to cost $650,000, would involve reconstructing NY 282 for a stretch from the Pennsylvania state line to the corporation line of the village of Nichols. There would also be a section of the project reconstructing NY 282 through downtown Nichols to the junction with NY 283, a span. This project would involve straightening the roadway south of Nichols, with a new I-beam bridge constructed at the crossing of Wappasening Creek. A storm sewer would be installed along NY 282, which would also be widened from to south of the village and to in Nichols.
The sculpture is composed of a re-used, painted steel plow blade; a large rubber tire; and an unpainted, industrial steel I-beam base which connects the separate elements. The I-beams, a recurring element of di Suvero’s work, are cut and welded into a series of low-lying crossed bars with vertical projections in place to support each suspended element. The plow blade is positioned in such a way that the bottom edges run horizontally and the upper edges slope up and away from their crux at an angle nearly 30 degrees above horizontal. The front faces and top edges of the blade are painted safety yellow, evoking the tradition of public works.
In comparing them, it is the range of adjustment of their comfort points that need considered, and because the matter is largely subjective, giving it proper attention is difficult to do. The range of fore-aft adjustment for double-rail saddles rarely exceeds an inch or so, but advertisers claim that I-beam saddle designs can give up to 200% more adjustment range than some of these. When the fore-aft adjustment range of the saddle needs further extension than the clamp affords, it may be possible to add a saddle adjuster. One such adjuster mounts on the existing saddle clamp and allows up to 40 mm of increase or decrease in the fore-aft position of the saddle.
The human skin has a somewhat elastic property as a self- defense; when the human body is stabbed by a thin object such as a small Kitchen knife, the skin often closes tightly around the object and closes again if the object is removed, which can trap some blood within the body. It has thus been speculated that the fuller, an elongated concave depression in a metal blade, functions to let blood out of the body in order to cause more damage. This misconception has led to fullers becoming widely known as "blood grooves". The fuller is actually a structural reinforcement of the blade similar in design to a metal I-beam used in construction.
The eastern portion consists of two large granite piers: one at the center of the facade, and one at the southeastern corner. On the eastern section of the facade, the first through tenth stories have a recessed glass wall, while the eleventh and twelfth stories are recessed at a lesser depth and are carried over this recess by a glass-walled enclosure with an I-beam on top. The twelfth story protrudes further out than the eleventh story, and a catwalk hangs underneath the eleventh story. A revolving door is between the two diagonal piers, and there is an additional set of doors in the space between the center pier and the western section of the facade.
"Billy" Bishop demonstrates use of Foster Mounting to fire upwards. The "quadrant" of the mounting is visible immediately below the gun barrel. In early 1916 Sergeant Foster of 11 Squadron RFC improved the French hinged mounting for the upper wing Lewis gun on a Nieuport 11 or 16, by replacing the awkward double hinge of the French mount with a quadrant shaped I-beam rail. This rail became the feature of all later "Foster" mountings, and enabled the breech of the gun to slide back and down in one movement, bringing the breech conveniently in front of the pilot, and making it much easier to change ammunition drums or to clear stoppages.
The main trusses are supported by iron I-beam portal posts topped by decorative finials, and are joined to each other by a web of overhead iron rods. with The bridge was built in 1887 by the Berlin Iron Bridge Company of Berlin, Connecticut, which held rights to the Douglas and Jarvis patent for the lenticular truss design. The bridge was one of the first to be built in the state with state-assisted local funding, and is one of the largest surviving lenticular truss bridges in the northeastern United States. The company built many instances of this design in the late 19th century, but gradually phased out its use in the early 20th century.
The new pedestrian bridge was designed to connect the campus to student housing in a dramatic sculptural way, and also to showcase the school's leadership in the ABC method of rapid bridge construction. The bridge was meant to last more than 100 years, and to withstand a Category 5 hurricane, according to a statement by the university. The full bridge project was styled to look like a cable-stayed bridge, with a pylon tower and high cables for dramatic effect, but functionally and structurally it was actually a truss bridge, with the spans being fully self-supporting. The bridge spans used a novel concrete truss design invented for this project, a "re-invented I-beam concept".
Trail construction began in 2009 with a trailhead at the end of Hi-Line Drive and followed with Turtle Creek Plaza, which was completed in May 2010 and celebrated with a dedication ceremony by former Mayor Leppert. The blue 14’ 7” I-beam at Turtle Creek Plaza represents the height of the Trinity River during the 1908 flood which prompted the re-directing of the Trinity River. Both of these trailheads are on the original Trinity River channel, also referred to as “Old Meanders”. Trinity Strand Trail has raised $5.5M in funding for Phase 1 (2.5 miles of concrete trail along the old river channel) and construction on this portion of the trail has been completed.
The fuselage is carbon and glass fiber composite with epoxy resin. The wings have an elliptical planform, vertical or elliptical design winglets. The wing structure includes extensive use of carbon fiber, both in the sandwich skins and in the tapered I-beam wing spar which uses pultruded carbon rods for the spar caps. The wing geometry is notable in that it varies non-linearly from the root to the tip, both in overall planform shape and in wing section profile. The flaperons stretch for 11.0 meters of the full wingspan and their range of motion varies from positive landing L +8°, to +4° for thermalling, to 0°, -4°, and S -8° reflex positions for cruising.
Not to be confused with Crane Co. of Stamford, Connecticut, or Crane Group Limited of North Sydney, Australia The Crane Group Companies (also known as Crane Group) of Columbus, Ohio, USA, is a holding company of operating units primarily involved in the manufacturing and distribution of building products. Products include wood composite decking and railing, exterior cladding products, vinyl fencing, OEM PVC profiles, wood doors and door-frames, and vinyl sheet piling. The group also has several service units in the roofing, security gate systems, and steel I-beam markets. While the holding company resides in Columbus, the units operate in many other locations including: Columbus, Wilmington, and Mason, Ohio and Atlanta, Georgia.
Below the trim line and name tablets are small directional signs and station signs alternating between "23RD" and "ELY" in white lettering on a black border. Red I-beam columns run along both platforms at regular intervals with alternating ones having the standard black station name plate in white lettering. The station, provisionally called "21st Street/Van Alst Avenue," was constructed between 1931 and 1933 along with the original section of the line east to Roosevelt Avenue. Although the station had been completed, it was not opened alongside the rest of the line due to lack of demand perceived by the city Board of Transportation, which called the station a "dead" station.
Another unusual percussion instrument built for the sessions, variants of which have been built and later used in Grateful Dead concerts and Mickey Hart's solo touring bands, was The Beam. This is a large aluminum I-beam (actually a "C" shaped beam facing down with the strings across the flat outside-top surface) strung with 13 bass piano strings all tuned to the note of D (a Pythagorean mono-chord at various octaves). The Beam has a heavy-duty bridge and string anchor at one end and a nut with tuning hardware at the other end. It has a movable magnetic pickup block to facilitate capture and transmission of various tonal qualities.
The bridges in Fulton County exhibit two types of steel truss bridge construction, Pratt bridge and Parker, which were the most common early types of steel truss bridges. Due to variation within each type of bridge, the collection in Fulton County offered a unique opportunity to view the evolution of late 19th and early 20th century steel truss bridge construction. For example, the now- demolished London Mills Bridge, a Pratt built in 1883, features pinned connection and double eyebars for the lower chord and for the diagonals. This is compared to the also destroyed Indian Ford Bridge, a Pratt bridge built in 1917, which used riveted connections and I-beam construction for its lower chords and diagonals.
Chicago Federal Center, built 1964–1974 Chicago Federal Center Plaza, also known as Chicago Federal Plaza, unified three buildings of varying scales: the mid-rise Everett McKinley Dirksen Building, the high-rise John C. Kluczynski Building, and the single-story Post Office building. The complex's plot area extends over two blocks; a one-block site, bounded by Jackson, Clark, Adams, and Dearborn streets, contains the Kluczynski Federal Building and U.S. Post Office Loop Station, while a parcel on an adjacent block to the east contains the Dirksen U.S. Courthouse. The structural framing of the buildings is formed of high-tensile bolted steel and concrete. The exterior curtain walls are defined by projecting steel I-beam mullions covered with flat black graphite paint, characteristic of Mies's designs.
The I-Beam was a popular nightclub and live music venue in San Francisco that was located in the Haight-Ashbury neighborhood at 1748 Haight Street. Before opening the club, Sanford Kellman had an impromptu party there and found that all the neighbors complained about the noise. Therefore, Sanford Kellman was required by the City government of San Francisco to soundproof the entire building at great expense, delaying the opening of the club for several months.Diebold, David Tribal Rites:San Francisco's Dance Music Phenomenon Northridge, California:1986--Time Warp Publishing--Pages 144 On the opening night of the club in October 1977, groups of bare-chested men in jeans and construction hats carried I-Beams on their shoulders into the club.
Most of these are normal I-beam columns, but in the middle of the platforms, cream colored arches, which is also the color of the station's ceiling, starting at about four feet off the ground support a short section of the columns. The platform walls have a mosaic gold and brown trim line on top while the name tablets are mosaic white with white text reading "Vernon-Jackson Ave's" (erroneous if the use is considered in the possessive context, but it can also be considered as a contractional form of the plural) on a brown background and gold and brown border. There are also a few directional signs to the station's fare control areas reading "Vernon Ave" or "Jackson Ave" with an arrow beneath.
Don L. Palmer of the 25th Aero Squadron. Albert Ball in an S.E.5a, showing the Foster mount's arc-shaped I-beam rail. Lewis guns were used extensively on British and French aircraft during the First World War, as either an observer's or gunner's weapon or an additional weapon to the more common Vickers. The Lewis's popularity as an aircraft machine gun was partly due to its low weight, the fact that it was air-cooled and that it used self- contained 97-round drum magazines. Because of this, the Lewis was first mounted on the Vickers F.B.5 "Gunbus", which was probably the world's first purpose-built combat aircraft when it entered service in August 1914, replacing the Vickers machine gun used on earlier experimental versions.
In 1914, the Partin-Palmer 20 tourer was offered with a four-cylinder watercooled engine of 22 hp (16 kW), with Gray and Davis generator, optional Gray and Davis electric starter, and (still unusual) shaft drive.Clymer, p.151. It had a 56 in (142 cm) tread (track) and 96 in (2438 mm) wheelbase, with ¾-elliptic springs and I-beam front axle (which would still be seen on Ford pickups into the 1990s). The 20 came standard with electric lighting and horn, folding top with side curtains and dust boot, speedometer, the (typical for the period) tool kit, jack, and tire patch, all for US$495 (). By contrast, around that time, the high-volume Oldsmobile Runabout was US$650,Clymer, p.32.
As a precursor to the upcoming twinning project, the customs and toll collection booths on both sides were extensively reconfigured in the early 1990s. On the American side, the I-beam girder overpass crossing Pine Grove Avenue was replaced by a much wider embankment, which also added a four-story customs office building in the center. On the Canadian side this necessitated the demolition of the original booths that had been in use since 1938; these were noted for their Art Deco style but they were too low to accommodate semi-trailer trucks which had been directed to the outside. In 1992, it was determined that traffic on the bridge had exceeded its rated capacity, so bridge authorities decided to add a second span in order to accommodate the higher traffic.
Loeblich and Tappan, 1964, in the Treatise, included the Verbeekininae (=Verbeekinidae, sensu 1988) and Neoschwagerininae (= Neoschwagerinidae sensu 1988) in the Verbeekinidae as then perceived. Defined the Verbeekinidae as having a shell of medium size, spherical, ellipsoidal to elongate ellipsoidal, or distinctly fusiform, with close spaced foramina along the base of all septa; spirotheca (outer wall) composed of tectum and keriotheca in early members but in later genera may consist of a single homogenous layer. The Verbeekinidae (1964) can be equated with the Neoschagerinidae of Cushman, 1950 The Verbeekinidae and Neoschwagerinidae, as now perceived, are set apart from earlier fusulinaceans, e.g. Fusuninidae and Schwagerinidae, by straight, unfluted or uncorregated, septa and by the presence of "I-beam" like transverse and axial septula that hang from the spirotheca, partially subdividing the chambers.
While the unibody construction of the previous- generation van was carried over, a major change was made in the overall layout in the body and chassis of the Econoline. To build a heavier-duty chassis, the mid-engine forward-control layout was abandoned in favor of a front-engine layout with the axle placed forward; this also allowed the use of the "Twin I-Beam" front suspension used in the F-series trucks. The redesign in the configuration resulted in major growth; the Econoline grew 15 inches in wheelbase; an 18-inch longer long-wheelbase model became the largest full-size van offered in North America at the time. As they had become introduced as options in Dodge and Chevrolet/GMC vans, Ford introduced a V8 engine option into the powertrain line.
In San Francisco, there was the Trocadero Transfer, the I-Beam, and the End Up. In Spain during the 1970s, the first clubs and discos opened in Ibiza, an island which had been a popular destination for hippie travelers since the 1960s and now was experiencing a tourist boom. The first ever "Superclub" in Ibiza was the now-abandoned "Festival Club" at Sant Josep de sa Talaia, which was built between 1969 and 1972 and serviced tourists who were bused in until it closed in 1974. Responding to this influx of visitors, locals opened the first large clubs Pacha, Amnesia, and the Ku-club (renamed Privilege in 1995). By the early 1980s, the term "disco" had largely fallen out of favour in most of the English-speaking world.
HSS can also be used as beams, although wide flange or I-beam shapes are in many cases a more efficient structural shape for this application. However, the HSS has superior resistance to lateral torsional buckling. The flat square surfaces of rectangular HSS can ease construction, and they are sometimes preferred for architectural aesthetics in exposed structures, although elliptical HSS are becoming more popular in exposed structures for the same aesthetic reasons. In the recent past, HSS was commonly available in mild steel, such as A500 grade B. Today, HSS is commonly available in mild steel, A500 grade C. Other steel grades available for HSS are A847 (weathering steel), A1065 (large sections up to 50 inch sq made with SAW process), and recently approved A1085 (higher strength, tighter tolerances than A500).
Pipes are usually either supported from below or hung from above (but may also be supported from the side), using devices called pipe supports. Supports may be as simple as a pipe "shoe" which is akin to a half of an I-beam welded to the bottom of the pipe; they may be "hung" using a clevis, or with trapeze type of devices called pipe hangers. Pipe supports of any kind may incorporate springs, snubbers, dampers, or combinations of these devices to compensate for thermal expansion, or to provide vibration isolation, shock control, or reduced vibration excitation of the pipe due to earthquake motion. Some dampers are simply fluid dashpots, but other dampers may be active hydraulic devices that have sophisticated systems that act to dampen peak displacements due to externally imposed vibrations or mechanical shocks.
The frame design allowed a step-less front entrance and a central sunken gangway on the lower deck: all lower saloon seats were on a higher level than the gangway to allow the transmission, fuel tanks and other ancillaries such as brake chambers and batteries to be sited. The cross-members, like the side-frames, were of complex shapes, a mixture of tubular, box-section and I-beam members being employed. Like the Lodekka FLF, bodywork was to be cantilevered from the frame aft of the rear axle. An unusual facet of the design, adapted to take steel- framed bodies from any open-market UK coachbuilder, was twin fuel tanks, offside mounted between third and fourth and fourth and fifth cross-members, and linked by a balance–pipe, with the fuel-filler attached to the forward tank.
Lateral-torsional buckling of an I-beam with vertical force in center: a) longitudinal view, b) cross section near support, c) cross section in center with lateral-torsional buckling When a simply supported beam is loaded in bending, the top side is in compression, and the bottom side is in tension. If the beam is not supported in the lateral direction (i.e., perpendicular to the plane of bending), and the flexural load increases to a critical limit, the beam will experience a lateral deflection of the compression flange as it buckles locally. The lateral deflection of the compression flange is restrained by the beam web and tension flange, but for an open section the twisting mode is more flexible, hence the beam both twists and deflects laterally in a failure mode known as lateral-torsional buckling.
A Lewis gun on a Foster mounting (of the later, S.E.5 model) fitted to an Avro 504K Night Fighter The Foster mounting was a device fitted to some fighter aircraft of the Royal Flying Corps during the First World War. It was designed to enable a machine gun (in practice, a Lewis Gun) to fire over, rather than through the arc of the spinning propeller. It took several forms when applied to different aircraft types, but all shared the feature of a quadrant shaped I-beam rail on which the gun could slide back and down in one movement. The primary purpose was to facilitate the changing of spent ammunition drums, but some pilots also found that the mounting permitted the gun to be fired directly upward or at an angle, permitting a fighter aircraft to attack an opponent from beneath.
Tensile and compressive stresses increase proportionally with bending moment, but are also dependent on the second moment of area of the cross- section of a beam (that is, the shape of the cross-section, such as a circle, square or I-beam being common structural shapes). Failure in bending will occur when the bending moment is sufficient to induce tensile stresses greater than the yield stress of the material throughout the entire cross-section. In structural analysis, this bending failure is called a plastic hinge, since the full load carrying ability of the structural element is not reached until the full cross-section is past the yield stress. It is possible that failure of a structural element in shear may occur before failure in bending, however the mechanics of failure in shear and in bending are different.
The acoustic guitar maker Taylor Guitars once produced a high quality "pallet guitar" made from pallet wood, in order to demonstrate the importance of construction technique versus expensive exotic woods. I-Beam Design, an architecture and interior design firm based in New York, NY won an award in a 1999 competition sponsored by Architecture for Humanity for their submission of “The Pallet House”, a design solution to house the returning refugees of Kosovo. Full-scale prototypes of The Pallet House were featured in the "Casa per Tutti" Exhibit at the Milan Triennale and the Earth Awards in HRH Prince Charles’ Royal Gardens as part of The Prince’s Charities Foundation’s Conference on a Sustainable Future organized in collaboration with IBM and The Financial Times. The Pallet House is an affordable transitional home that can become permanent over time.
A beam axle is the most commonly used type of front suspension, due to its appearance when exposed without fenders on a vehicle with open front suspension. Independent front suspension is rarely used and most rat rods use a 1928-1948 Ford I-beam axle, with a transverse leaf spring. Although any rear axle can be used in a rat rod, the Ford rear end has been preferred for years due to the availability of spare parts. "...Ford 9-inchers are the most used rear ends in nearly every form of racing and most high- performance street vehicles ..." Spring types in the front and rear can be transverse, parallel or coil setups—parallel is not used as frequently as the more common single-spring transverse setup and coil springs are still occasionally seen even though this spring type is less popular for aesthetic reasons.
Deuce coupé with a traditional chop, dropped front axle, sidepipes, bugcatcher scoop (with Mooneyes cover) over dual quads on a tunnel ram, as well as less- traditional shaved door handles and disc brakes A 1923 Ford T-bucket in the traditional style with lake headers, dog dish hubcaps, dropped "I" beam axle, narrow rubber, and single 4-barrel, but non-traditional disc brakes early hemi, but aluminum radiator (rather than brass), rectangular headlights, and five-spokes (rather than motorcycle wheels) mark this as a later incarnation. Moon tank, reminiscent of Chapouris' California Kid Hot rods are typically old, classic, or modern American cars that have been rebuilt or modified with large engines modified for more speed and acceleration. One definition is: "a car that's been stripped down, souped up and made to go much faster." However, there is no definition of the term that is universally accepted and the term is attached to a wide range of vehicles.
The tenth-generation F-Series was introduced in January 1996 as a 1997 model. Initially released solely as the F-150, a higher-GVWR F-250 was released in 1997. The model line was marketed alongside its predecessor, pared down to the F-250HD and F-350; for 1999, these were replaced by the Super Duty trucks. In the most extensive redesign of the F-Series in 17 years, the chassis received fully independent front suspension, ending the use of Twin I-Beam front axles. Sharing only the transmissions with its predecessor, the 1997 F-150 received a range of engines new to the F-Series, including a 4.2L V6 and 4.6L V8; a 5.4L V8 was added during 1997. Introduced in the full- size Crown Victoria/Grand Marquis/Town Car sedans, the Modular/Triton V8 was the first overhead-camshaft engine ever to be installed in a full-size pickup truck.
This myth was derived from two misconceptions: First, that tornadoes always travel in a northeasterly direction, and second, that debris from a structure will be carried away in the direction of the tornado's propagation, leaving anyone taking shelter on the side of the structure facing the tornado's approach unharmed. The seriousness of these misconceptions began to be revealed in the 1960s and 1970s, when surveys of major tornado damage in residential areas showed that the section of a house in the direction of the tornado's approach is actually the safe. Additionally, many tornadoes have traveled in directions other than northeasterly, including the Jarrell Tornado (F5 on the Fujita scale), which moved south-southwesterly. Because determining a tornado's direction of approach can take time away from seeking shelter, official advice is to seek shelter in an interior room on the lowest floor of a building, under a staircase, I-beam, or sturdy piece of furniture if possible.
On the French Nieuport 11 and later Nieuport 17 sesquiplanes, a Lewis gun was mounted above the top wing (in a similar way as fitted to the British S.E.5a) – sometimes on a Foster mount, which allowed firing directly forward outside the propeller arc. The Foster mount usually incorporated an arc-shaped I-beam rail as its rearmost structural member, that a Lewis gun could be slid backwards and downwards along the rail towards the cockpit, to allow the ammunition drum to be changed in flight – but RFC fighter ace Albert Ball VC also understood that the Lewis gun in such a mount also retained its original trigger, and could thus be fired upwards. He used the upward firing Lewis to attack solitary German two-seater aircraft from below and behind, where the observer could not see him or fire back. It was his use of the weapon in this way, in a Nieuport, that led to its later introduction on the S.E.5/S.
""Hardcore California: A History of Punk and New Wave", 1983, Peter Belsito, Bob Davis, Last Gasp of San Francisco, page 121 Bill Mandel, in his article "In defense of punk rock: It's the liveliest art-form of the '80s",San Francisco Examiner, Sunday, August 16, 1981 went on to say of the Bay Area punk scene: "The clubs aren't cushy, to say the least. Such venues as Mabuhay Gardens (still the purest), Sound of Music (heavy-duty punk), the (I-Beam, Dreamland, California Hall, the Russian Center, the American Indian Center, Valencia Tool & Die, and Berkeley Square, among others, are raw and industrial." Tim Yohannon of Maximum Rock and Roll described VT&D; several times in reviews of shows in the basement venue. In an article in August 1982 bemoaning the lack of hardcore shows being produced on Broadway Yohannon wrote "Outside of Ruthies (probably the best venue for H.C., the "guerilla" shows remain the most true-to-form punk.

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