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"joist" Definitions
  1. a long thick piece of wood or metal that is used to support a floor or ceiling in a building

130 Sentences With "joist"

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

While small, the bathroom had ample space for toiletries on the wooden countertop, made from a mid-19th-century joist salvaged from the building's restoration.
Toll also said a delay due to a floor joist recall by a major lumber manufacturer during the quarter pushed deliveries of 22 homes to the company's 5.4 fiscal year.
Most of the companies chasing this opportunity are still at an early stage, but we're already seeing breakout growth in areas like contingent labor (Shiftgig, JobToday and Gigwalk); trucking (Cargomatic, Transfix and Convoy); restaurant delivery services (DoorDash, Deliveroo and Postmates); healthcare (Pager, Honor and Heal) and home services (Handy, Pro and Joist).
Mismatches can strain the joist. A similar situation occurs where the I-joist crosses a main beam. Installing squash blocks (2×4 materials higher than the I-joist) alongside the I-joists transfers the load from the I-joist onto the beam. Missed nails and glue setting too fast can lead to an uneven or squeaky floor.
Stanley Macomber designed the open-web steel joist in 1921 while working for Massillon's Central Steel Company. Macomber left Central Steel and founded the Massillon Steel Joist Co. in 1923. His open-web steel joist, patented in 1924, was known as the Massillon Steel Joist. Macomber's invention was a revolutionary assembly of steel joists with a top slab used to support of floors, ceilings and roofs.
In order to accurately design an OWSJ, engineers consider the joist span between bearing points, joist spacing, slope, live loads, dead loads, collateral loads, seismic loads, wind uplift, deflection criteria and maximum joist depth allowed. Many steel joist manufacturers supply economical load tables in order to allow designers to select the most efficient joist sizes for their projects. While OWSJs can be adapted to suit a wide variety of architectural applications, the greatest economy will be realized when utilizing standard details, which may vary from one joist manufacturer to another. Some other shapes, in addition to the parallel top and bottom chord, are single slope, double slope, arch, gable and scissor configurations.
A reduction in the under-side of cogged joist-ends may be square, sloped or curved. Typically joists do not tie the beams together, but sometimes they are pinned or designed to hold under tension. Joists on the ground floor were sometimes a pole (pole joist, half-round joist, log joist. A round timber with one flat surface) and in barns long joists were sometimes supported on a sleeper (a timber not joined to but supporting other beams).
A partially constructed floor built with I-joists An engineered wood joist, more commonly known as an I-joist, is a product designed to eliminate problems that occur with conventional wood joists. Invented in 1969, the I-joist is an engineered wood product that has great strength in relation to its size and weight. The biggest notable difference from dimensional lumber is that the I-joist carries heavy loads with less lumber than a dimensional solid wood joist.Vogt, Floyd. Carpentry.
I-joists require correct installation. The most common mistake is misplacing or improperly sizing holes in the web, which can compromise the joist's strength, potentially leading to structural failure. Common mistakes made with installing I-joists include cutting or chiseling the flange, improperly sized joist hangers, improper nailing and wrong-sized nails. The rim joist depth must match the I-joist size.
Leaving a gap between the joist and subfloor plywood is the most efficient way to install soundproof flooring. Neoprene joist tape or u-shaped rubber spacers help decouple the subfloor from the joist. An additional layer of plywood can be installed with a viscoelastic compound. Mass Loaded Vinyl, in combination with open-cell rubber or a closed- cell foam floor underlayment, will further reduce sound transmission.
The standard depth at the bearing ends has been established at 7 1/2 inches (191 mm) for all Joist Girders. Joist Girders are usually attached to the columns by bolting with two 3/4 inch diameter (19 mm) A325 bolts.
When conditions such as this arise, a KCS joist may be a good option.
Open Web Composite Steel Joists, CJ-Series, were developed to provide structural support for floors and roofs which incorporate an overlying concrete slab while also allowing the steel joist and slab to act together as an integral unit after the concrete has adequately cured. The CJ-Series Joists are capable of supporting larger floor or roof loadings due to the attachment of the concrete slab to the top chord of the composite joist. Shear connection between the concrete slab and steel joist is typically made by the welding of shear studs through the steel deck to the underlying CJ-Series Composite Steel Joist.
Common steel joist chord and web configurations. KCS (K-Series Constant Shear) joists are designed in accordance with the Standard Specification for K-Series Joists. KCS joist chords are designed for a flat positive moment envelope. The moment capacity is constant at all interior panels.
Stanley Macomber (November 26, 1887 – May 15, 1967) designed and patented the open web joist floor system, and founded the Massillon Steel Joist Company of Massillon, Ohio, and the Macomber Steel Company of Canton, Ohio. Macomber was inducted into the National Inventors Hall of Fame in 2011.
The term rim joist is rare before the 1940s in America; it forms the edge of a floor. The outermost joist in half timber construction may be of a more durable species than the interior joists. In a barn, loose poles above the drive floor are called a scaffold. Between the joists, the area called a joist-bay, and above the ceiling in some old houses is material called pugging, which was used to deaden sound, insulate, and resist the spread of fire.
Later it was bought by private company PARTNER PROGRESS, s.r.o. A gothic header joist was moved here from the castle.
Joists left out of an area form an opening called a "well" as in a stairwell or chimney-well. The joists forming the well are the heading joist (header) and trimming joist (trimmer). Trimmers take the name of the feature such as hearth trimmer, stair trimmer, etc. Shortened joists are said to be crippled.
These shapes may not be available from all joist manufacturers, and are usually supplied at a premium cost that reflects the complexity required. Arch steel joists being erected. The manufacture of OWSJ in North America is overseen by the Steel Joist Institute (SJI). The SJI has worked since 1928 to maintain sound engineering practice throughout the industry.
The basis of Macomber's steel joist design is still used today. Stanley Macomber was inducted into the Inventors Hall of Fame in 2011.
A double floor is a floor framed with joists supported by larger timbers. In traditional timber framing there may be a single set of joists which carry both a floor and ceiling called a single floor (single joist floor, single framed floor) or two sets of joists, one carrying the floor and another carrying the ceiling called a double floor (double framed floor). The term binding joist is sometimes used to describe beams at floor level running perpendicular to the ridge of a gable roof and joined to the intermediate posts. Joists which land on a binding joist are called bridging joists.
Overhead, in the center, was the summer-tree, a timber 20x14 inches, into which the joist was framed, planed, with no lath or plaster.
John Henry Parker A Glossary of Terms used in the Grecian, Roman, Italian and Gothic Architecture (1840)"joist" def. 1. Oxford English Dictionary Second Edition on CD-ROM (v. 4.0) Oxford University Press (2009) A large beam in the ceiling of a room carrying joists is a summer beam. A ceiling joist may be installed flush with the bottom of the beam or sometimes below the beam.
As a non-profit organization of active manufacturers, the Institute cooperates with governmental and business agencies to establish steel joist standards. Continuing research and updating are included in this work. Load tables and specifications are published by the SJI in five categories: K-Series, LH-Series, DLH-Series, CJ-Series, and Joist Girders. Load tables are available in both Allowable Stress Design (ASD) and Load and Resistance Factor Design (LRFD).
Joist Girders are open web steel trusses used as primary framing members. They are designed as simple spans supporting equally spaced concentrated loads for a floor or roof system. These concentrated loads are considered to act at the panel points of the Joist Girders. These members have been standardized for depths from 20 inches (508 mm) to 120 inches (3048 mm), and spans to 120 feet (36,576 mm).
The resulting Nuclear Corporation of America, Inc., diversified and purchased other companies to become a conglomerate, spreading into an array of fields including prefabricated housing and steel joist manufacturing in addition to nuclear services. Most of these business were failures and the company was bankrupt again by 1966. After reorganizing, only the successful steel-joist business remained; the company started producing recycled steel, and eventually renamed itself Nucor.
Steel joists and Joist Girders being erected. In structural engineering, the open web steel joist (OWSJ) is a lightweight steel truss consisting, in the standard form, of parallel chords and a triangulated web system, proportioned to span between bearing points. The main function of an OWSJ is to provide direct support for roof or floor deck and to transfer the load imposed on the deck to the structural frame i.e. beam and column.
The first joist in 1923 was a Warren truss type, with top and bottom chords of round bars and a web formed from a single continuous bent bar. Various other types were developed, but problems also followed because each manufacturer had their own design and fabrication standards. Architects, engineers and builders found it difficult to compare rated capacities and to use fully the economies of steel joist construction. Gable steel joists being erected.
Removal of the first roof truss, July 1972. PSFS Building is in the background. Floor joist from the Great Meeting House, signed "AC + IC 1755." The Twelfth Street Meeting House embodied more than 200 years of Philadelphia Quaker history, and there was a strong desire to find a way to save the building. In the 1930s a floor joist had been discovered with the initials "AC + IC" and the date "1755" spelled out in nailheads.
Amsterdam: Elsevier/Architectural, 2008. 156. Print. in a similar manner to a joist but with the batten resting on a solid sub-floor as a floating floor and sometimes cushioned.
Large plain chamfered spinal bridging joist with straight stops. Evidence for 2 opposing long windows. Moulded brick corbelling probably for a first floor fireplace. Arched doorway with exposed medieval bricks.
Similar to the traditional method, but stringers and joist are replaced with engineered wood beams and supports are replaced with adjustable metal props. This makes this method more systematic and reusable.
The upper floors with the exception of the toilet and service wet areas are made out of timber boarding supported on timber floor joist. Timber floorboards are thin horizontal structural members laid horizontally on the floor joist and joined to one another by the traditional tongue and groove method. The timber floor joists and floorboards used to be exposed and constitute the ceiling of the room below. The floorboards are now covered with concrete for fire safety reasons.
An Ordnance Survey map of the 1920s shows an agricultural tramway running north from Clay's Farm on Joist Fen to Middle Farm, between the railway and the River Cam, opposite the ferry to Upware.
A grill that covers the venting opening on the bottom of the soffit is called a soffit vent. A soffit joist can be added to the framework instead of or in addition to lookouts.
When building subfloor the joists must always bear on the ledge for all it support. The use of steel stap tie to connect opposite joist when the top of the joists and beam are flush.
Beams and joist are horizontal structural members that distribute the dead and live load from the upper floors to the load-bearing walls. The beams and joist in Gedung Kuning are made out of timber because it was a readily available material back then. It is often made of Chengal, a hardwood that is resistant to the dead load transferred from the upper floors. It is an economical material as it could be sourced locally and has enough tensile strength to carry lateral loads.
Engineered wood products such as I-joists gain strength from expanding the overall depth of the joist, as well as by providing high-quality engineered wood for both the bottom and the top chords of the joist. A common saying regarding structural design is that "deeper is cheaper", referring to the more cost- effective design of a given structure by using deeper but more expensive joists, because fewer joists are needed and longer spans are achieved, which more than makes up for the added cost of deeper joists.
Each end of the gable roof is edged with timber bargeboards, originally rounded at the ends but now squared off, which are bound together at the apex with a ridge post and transverse joist. The original decorative frieze infills are no longer in place. A carved decorative bracket is also sited at each end of the transverse joist and at the end of each of the bargeboards. There is a rendered and painted chimney with a decorative corbelled head projecting through the ridge at the north end of the gable roof.
The wider the spacing between the joists, the deeper the joist will need to be to limit stress and deflection under load. Lateral support called dwang,Fleming, Eric. Construction technology: an illustrated introduction. Oxford: Blackwell, 2005. 105. Print.
Depths can range from and reach up to in length, although is more common. The intended use for an I-joist is for floor and roof joists, wall studs and roof rafters in both residential and commercial construction.
The two conspicuous rows of joist holes cut into the great archway of the eastern refectory wall are intended to support an upper floor or gallery, probably inserted after the suppression when the building was converted to secular uses.
The joist lumber was originally purchased from the Geo. McQuesten Company of Boston.Only the front façade of the building remains. It is hoped the entrance and facade will be preserved and incorporated into any future redevelopment of the site.
The buildings, made of wood or stone, stood on or next to the rock and used it as a foundation or walls. The remains of wooden structures are not usually preserved today, but their location and appearance can be partially gauged by the joist bearings and joist holes still visible in the rock. Rock castles occur in large numbers in the southern Palatinate (Palatinate Forest), in northern Alsace (North Vosges) as well as in North Bohemia and Saxon Switzerland, where great sandstone rocks provide the necessary prerequisite for their construction. Most rock castles no longer exist today.
A joist hanger. Joists may join to their supporting beams in many ways: joists resting on top of the supporting beams are said to be "lodged"; dropped in using a butt cog joint (a type of lap joint), half-dovetail butt cog, or a half- dovetail lap joint. Joists may also be tenoned in during the raising with a soffit tenon or a tusk tenon (possibly with a housing). Joists can also be joined by being slipped into mortises after the beams are in place such as a chase mortise (pulley mortise), L-mortise, or "short joist".
Because it is specifically sized to be compatible with I-joist floor framing, residential builders and building designers like the combination of I-joist and LVL floor and roof assemblies. LVL is considered to be a highly reliable building material that provides many of the same attributes associated with large sized timbers. LVL can also be used in combination with gluelam as an outer gluelam tension lam to increase the strength of the gluelam beam. However, due to the fact that the assembly adhesives limit the penetration of chemicals typically used to treat outdoor-rated lumber, LVL may not be suitable for outdoor load-bearing use.
Canadian Institute of Steel Construction publishes the "CISC Handbook of steel Construction". CISC is a national industry organization representing the structural steel, open-web steel joist and steel plate fabrication industries in Canada. It serves the same purpose as the AISC manual, but conforms with Canadian standards.
It has a nave and two aisles. The church's original roof was replaced in 1965 by a metal joist structure supporting corrugated asbestos sheets. It was designed by engineer Jeronimo Jiminez Coranado. with It is one of 31 churches reviewed for listing on the National Register in 1984.
It was opened on October 28, 1915, and has been described as "one of the most attractively proportioned steel truss road bridges in the country." It is 103.7 metres long, and features a 61-metre Baltimore through truss, another 30.5m truss and a 12.2m rolled steel joist end span.
Standard K-Series Joists have a 2 1/2 inch (64 mm) end bearing depth so that, regardless of the overall joist depths, the tops of the joists lie in the same plane. Seat depths deeper than 2 ½” (64 mm) can also be specified. Standard K-Series Joists are designed for simple span uniform loading which results in a parabolic moment diagram for chord forces and a linearly sloped shear diagram for web forces. When non- uniform and/or concentrated loads are encountered the shear and moment diagrams required may be shaped quite differently and may not be covered by the shear and moment design envelopes of a standard K-Series Joist.
An I-joist has two main parts, the web and flange. The web is sandwiched between a top and bottom flange, creating the “I” shape. The flange can be made from laminated veneer lumber or solid wood finger-jointed together for ultimate strength. It is grooved on one side to receive the web.
The O'Donnelly fort was a few miles West of the castle. The building was three storeys high with attics, a cellar, many large mullioned windows and tall chimneystacks. A joist from one of the walls was dated using dendrochronology to about 1282 and may belong to an earlier fort. There are substantial remains.
Fluid based systems using cross-linked polyethylene (PEX) a product developed in the 1930s and its various derivatives such as PE-rt have demonstrated reliable long term performance in harsh cold-climate applications such as bridge decks, aircraft hangar aprons, and landing pads. PEX has become a popular and reliable option in-home use for new concrete slab construction, and new underfloor joist construction as well as (joist) retrofit. Since the materials are produced from polyethylene and its bonds are cross-linked, it is highly resistant to corrosion or the temperature and pressure stresses associated with typical fluid-based HVAC systems. For PEX reliability, installation procedures must be precise (especially at joints) and manufacturers specifications for a maximum temperature of water or fluid, etc.
Construction of the five buildings at the campus began in August 1999 and was completed in 14 months. The design, by Passantino & Bavier, Inc., used steel bowstring joists to allow for an arched roofline and the clear span required for the gymnasium. Design and construction of the campus is the only Georgia project featured by the Steel Joist Institute.
C15 or C16 bays with large encased spiral bridging joist below. Original roof of closely spaced trusses with collars and former collar purlin and crown posts. C17 bay with ovolo moulded bridging joists, fireplace bressummer and tie beams. Fine oriel window projecting into landing on shaped brackets; of 5 lights with ovolo moulded mullions and transom.
Metal deck and open web steel joist receiving spray fireproofing plaster, made of polystyrene-leavened gypsum. Steel loses strength when heated sufficiently. The critical temperature of a steel member is the temperature at which it cannot safely support its load. Building codes and structural engineering standard practice defines different critical temperatures depending on the structural element type, configuration, orientation, and loading characteristics.
The breaches were repaired in 1908 by infilling with flint rubble, but the main counter-mine shaft was left. As a result of all this, in 1914, the north scarp wall shifted slightly and had to be braced by a steel joist from off the top of the counterscarp wall. The damage to the moat and the subsequent repair are still visible.
Designed in the Tudor Revival style, the Vinton School was built as a two-story brick structure on a rectangular floor plan. Using a technical system of load- bearing walls to support floors of wood joist construction, the building includes a series of hipped roofs."More Nebraska National Register Sites in Douglas County", Nebraska State Historical Society. Retrieved 9/5/07.
Eyebars are used in portions of pin-jointed trusses where it can be established by engineering procedures that the bar will not be imposed with any stress other than tension under all expected conditions. Eyebars are used to supplement roof truss framing supports made of wood or metal. They are placed as the struts for the trust, located next to the king joist.
A Historic Preservation Commission plaque, that all buildings carry, in the Newtown–Stephensburg Historic District in Stephens City. The area that makes up the Newtown–Stephensburg Historic District was originally settled in 1734 by German settler Peter Stephens. Stephens travelled from Pennsylvania with Joist Hite in 1732. Hite's grandson, Issac Hite, Jr. would later build the Belle Grove Plantation in nearby Middletown, Virginia.
After a successful tunneling escape on December 3, Colonel DeLand ordered all floors torn out of barracks, to be replaced by dirt even with the floor joist. This resulted in conditions that increased sickness and mortality. The garrison also tore out partitions in the barracks. DeLand confiscated warm coats, possibly to prevent escapes but as likely in retaliation for past escapes and attempts.
As the house was constructed before the days of saw mills, every lath was rived, and every timber, joist and even cornice was hewed out of the surrounding woods (as evidenced today by the axe marks on the reverse sides). Every nail, spike and hinge was individually hammered out. Tradition says that the bricks were imported from Scotland in the hold of tobacco ships.
Today they have value when someone saves them. One of the barriers of reusing structural materials is the bias of building code officials and building departments that discriminate against reusing materials. Codes and building departments require compliance to codes, including the source of materials. Your average contractor cannot just use 100-year-old 2x8 (50x200) salvaged floor joists because the building department requires a graded joist.
The church tower in Börger was first mentioned in 1523, when the chapel was renovated. Therefore, it may be concluded that a church tower or chapel existed since before the year 1500: Bernhard Holtmann mentions the year 1490. The church was dedicated to the holy Joist (Jodokus). Its own religious district was granted in 1573; previously, it was a member of the district of Sögel.
Penrhiwceiber, according to Thomas Morgan in his 1887 publication, should be worded as Pen-Rhiw-Cae-Byr - 'Top of the hill of the little field'. Other thoughts refer to the word ceiber, which means joist, beam or rafter and may suggest a place where timber was plentiful, which would certainly describe the area, which was a heavy woodland, before the coming of the coal trade.
Collectively, the end joists and rim joists are called band joists, especially in regard to deck construction. In dimensioned lumber construction, the rim joists are the same depth, thickness and material as the joists themselves; in engineered wood construction, the rim joists may be oriented strand board (OSB), plywood or an engineered wood material varying in thickness from to as much as , though they are usually laminated veneer lumber (LVL) or laminated strand lumber (LSL) thick. In flooring construction, the rim joists sit on the sill plates; in deck construction, they are parallel to the support beams and sit on the beams or in some cases, cantilever away from the beams. A double thickness board in the position of a rim joist is called a flush beam and serves a dual purpose, providing primary support for the joist ends as well as capping the joists.
Since it is a structural element, it extends below the floor and subfloor to the bottom of the floor joists and is bolted right to the floor joist. A half- newel may be used where a railing ends in the wall. Visually, it looks like half the newel is embedded in the wall. For open landings, a newel may extend below the landing for a decorative newel drop.
Gedung Kuning was built in the 1850s with similar elements as the shophouse. The main key elements of a shophouse, which the Urban Redevelopment Authority sees as the most important are roofs, foundation, party walls, timber beams & joist, airwells, rear court, windows, doors, staircase, façade and the forecourts’ wall and gate. Gedung Kuning's main structure consist a mixture of timber framing for the roof and load-bearing walls.
Main timber beams, which are key horizontal structural members, are parallel to Kandahar Street & Sultan Gate road and span between the walls. However, there are beams and joist that run in the perpendicular direction. Those beams are usually located in the outdoor spaces such as the fiveIfootway. This suggests that the direction of beams might indicate spaces that are outdoors and public, and spaces that are more private.
Similar to the traditional method, but stringers and joist are replaced with aluminium forming systems or steel beams and supports are replaced with metal props. This also makes this method more systematic and reusable. Aluminum beams are fabricated as telescoping units which allows them to span supports that are located at varying distances apart. Telescoping aluminium beams can be used and reused in the construction of structures of varying size.
The building's contractor was Bernard Henry Lichter. Tenants included a post office, the Alta Club, and offices of architects and engineers. The Dooly Building was named for John E. Dooly (1841-?), a member of the building's investment syndicate and a prominent civic leader. The six- story building used a structural steel frame, with a masonry facade and wood floor joists, fireproofed by cinder aggregate in the joist spaces.
There are roughly 12 joists between each column. Running parallel and between each beam is a second 2-by-6 joist attached with halved joints to the top of the beam-perpendicular joists. The floor of the colonnade between the outer and middle trellis columns consists of grey granite rectangular slabs set into the soil. Tanner Amphitheater is oriented toward the dais on the north side of the structure.
Only the north-east tower is externally unaltered. There also remain vaulted cellars to the two turnpike staircases. Robert Hay carried out alterations and additions between 1860 and 1864 which were decidedly antiquarian in intent, and with a zeal for a kind of authenticity. During the alterations in 1864 to the first floor room at the east end of the main block a tempera-painted board-and-joist ceiling was discovered.
The web is typically made from plywood, laminated veneer lumber, or oriented strand board. After sizing the webs and flanges, they are assembled with water-resistant glue by pressing the web into the top and bottom flange. After assembly, the I-joist is end-trimmed and heat-cured or left at room temperature to reach approximately equilibrium moisture content. Sizes vary according to the I-joist's intended load and span.
There are 300 concrete steps down the river at the falls. The San Juan River, the longest river in Batangas, connects Lipa, and Tanauan and Santo Tomas and is a water source for vegetable and fish farms. A recently emerged local attraction in the area is a mango farm known as Sa Manggahan. Forty-five minutes away from Alabang, it is near the C-Joist Concrete Ventures Group plant.
The beams and joist rest on ledges where the wall diminish in thickness and act as a load-bearing surface. I-beams have been introduced into structures to replace rotten timber beams but in Gedung Kuning, it is used to support the current beams. Exposed IIbeams have to be encased in concrete for fire safety as well as aesthetics reasons. Reinforced concrete beams are used to support the upper storey of the five-footway.
The tops were notched for the floor joists. The floor joist logs were charred prior to splitting, a local Indian wood-preserving construction technique.Personal communication, Bigelow House Museum staff (2011) Second- story floor joists were rough-sawn 2"x8" cedar. The frame was made from milled cedar lumber using square nails. The walls were formed from vertical rough- sawn 1"x12" cedar planks planed smooth on the edges to allow a tight seam.
At that time the county had a population of 7,000 people, a quarter of which were enslaved. Wedding records show marriages of people born in the 1770s marrying in the 1800s who head households of four to eight "free colored" so the early demographics of the population are unclear. Joist Hite lead the Sixteen Families into the Lower Shenandoah Valley. Some consider that group the first European settlers of the area, others believe different claims.
Joist Farm was lost by the 21st Division during a German attack on Polygon Wood and Black Watch Corner and the line stabilised east of Cameron House. German attacks near the Menin road on the 37th Division front in IX Corps and the 5th Division (X Corps) on 3 October failed. On 30 September the Germans had conducted three counter-attacks, followed by five more on 1 October and another two on 3 October.
In the undercroft is a medieval stone arcade and a wooden joist which has been dated by dendrochronology to 1260–80. At the level of the Row, a 13th-century oak doorway remains from the medieval hall. In the storey above the Row is the 18th-century assembly room which measures 16m by 10m and stretches across the full width of the building. The room is panelled and has a fireplace against the east wall.
The vertical posts were long enough to extend about four feet above the ceiling joists. A top rail across the front (north side) of room 2 and the foyer and another across the rear (south side) of room 2 and the foyer tied the vertical beams all together. Each vertical post had a hand-made mortise at interior ceiling height to receive each ceiling joist, which had a tenon at each end.
Wildfell Wildfell beam joist and stacked plank wall construction Wildfell stacked plank wall construction Wildfell is one of the rare octagonal houses built in Maryland at the height of the "Octagon Fad". Located in Darlington, Maryland just off US 1, the house is a prominent feature of Harford County. Construction is believed to have begun in 1847 with completion prior to 1854. Commissioned by the Joseph Jewett family of Baltimore, Maryland and built by William Hensel.
The magazines were also similar in size, Mount Perry being long by wide, and Cooktown being . However, the Cooktown magazine is built of brick, on a stone plinth. Both magazines also had timber floors, although only the joist-holes in the lower walls remain at Mount Perry; and both have wall vents to the sub-floor area. Although Mount Perry no longer has a roof, it is likely that it had overhanging eaves, as was the case at Cooktown.
The United Nations Joint Staff Fund (UNJSPF) is a fund that provides UN pension, death, disability and the other related benefits for staff of the United Nations and the other organizations admitted to membership in the Fund. The UNJSPF is a multiple employer defined benefit plan and governed by the United Nations Joist Staff Pension Board (UNJSPB), the Staff Pension Committee for each member organization, and a secretariat to the UNJSPB and to each such committee.
Simpson Manufacturing Company is an engineering firm and building materials producer in the United States that produces structural connectors, anchors, and products for new construction and retrofitting. The company was founded in by Barclay Simpson in Oakland in 1956, as a successor to his father's window screen company.Sam Whiting, "Barclay Simpson, philanthropist and building supplies titan, dies", San Francisco Chronicle, November 18, 2014. Simpson manufactured joist hangers and the company's subsidiary Simpson Strong-Tie Co. Inc.
Originating in either Western Scotland or Ireland, the sparr was widely used by the galloglass. Although sometimes said to derive from the Irish for a joist or beam,Marsden (2003), p.82 a more likely definition is as a variant of sparth.OED Although attempts have been made to suggest that the sparr had a distinctive shaped head, illustrations and surviving weapons show there was considerable variation and the distinctive feature of the weapon was its long haft.
The internal walls are lined with vertically-jointed boards of first-grade timber. Timber boards lining the ceiling are raked to meet the underside of the ceiling joists on the east and west walls of the house. An outstanding feature of the interior is the joists of hoop pine running the full width of the house. Each joist was made from one piece of timber completely free from knots over its long expanse, a rarity today.
Then the beams can be bolted to the steel columns. This process is continued until there are no beams or columns left to construct the structure. Structural ironworkers also erect joist girders, bar joists, and trusses, and also install metal decking. The average annual income for a structural ironworker in the early 2000s was 15.85 dollars per hour; however, a full-time structural ironworker could make 30-40 dollars per hour, depending on the location of the work site.
Benches, railings, waincoting and other interior woodwork were refinished and reused. Hough's attention to detail extended to attaching the reused floorboards with replicas of the 1813 iron nails, forged by a local blacksmith. Along the north wall, he installed the ministers' gallery and elders' bench – a raised platform traditionally reserved for visiting ministers and persons of authority. In a crowning gesture, above the gallery/bench he mounted the 1755 floor joist "signed" by the meeting house's original builders.
Several stories were told of her miraculous escape: she was found in a bale of hay, lying on rocks, under the collapsed roof of her house or in the arms of her dead mother. The legend was based primarily on the story of Marion Leitch, who was thrown from her home into a pile of hay when the slide enveloped her home. Her sisters also survived; they were found unharmed under a collapsed ceiling joist. Her parents and four brothers died.
The angled nailing makes later dismantling difficult or destructive. One of the most common places to toenail a framing member is where a rafter meets the top plate of a wall at the birdsmouth. Alternatives to toenailing include the use of hurricane ties, joist hangers, and other engineered steel connectors that permit nails to be attached perpendicular to a member's surface. When toenailing, nails can be driven from the inside or outside of the joint, depending on access available to use the hammer.
One of the counterscarp galleries at Rödberget Fort. 57 mm caponier cannon () and machine guns were stationed behind the green armoured hatches, ready to fire at any intruder in the ditch. When the ditches and tunnels were finished, concrete works started, including flooring, construction of joist systems in forts with second floors, staircases, partition walls and counterscarp galleries. Water wells were bored to a depth of up to to guarantee water supply, since the forts were supposed to be self-supporting.
There are brick arches above some of the windows with timber lintels. There is a door and two windows in the south-western elevation, plus two windows in north-eastern elevation. The interior walls on the south-western and north-eastern elevations have recesses for floor joists, but the timber floor no longer exists. Wall vents are set below the floor level, about level with the joist holes; with two vents in each of the long elevations, and one in each of the short elevations.
An intermediate floor once existed, as indicated by joist sockets. Window and door features of the original ruin suggest construction in the late 16th and early 17th centuries.RCAHMS Record Accessed: 2010-03-06 The General Roy map of 1747–55 shows a Dunduff Mill associated with the castle; this mill is also recorded in a charter of 1581.Paterson, Page 429Roy Map Accessed : 2010-03-06 William Aiton's map of 1808 shows Dunduff Castle, however it is not annotated as a ruin, although Dunure is.
A joist is a horizontal structural member used in framing to span an open space, often between beams that subsequently transfer loads to vertical members. When incorporated into a floor framing system, joists serve to provide stiffness to the subfloor sheathing, allowing it to function as a horizontal diaphragm. Joists are often doubled or tripled, placed side by side, where conditions warrant, such as where wall partitions require support. Joists are either made of wood, engineered wood, or steel, each of which have unique characteristics.
The west wing is the main building of the mansion, which Duke Christian the Elder of Brunswick-Lüneburg had built by his seneschal (Drost), Johann Behr, in 1613. On the entranceway leading to the inner courtyard the wall recesses for the drawbridge can still be seen. During the construction of the wing in 1613 there was a serious accident when a roof joist dislodged and seriously injured 14 workers. The south wing, a timber-framed structure with brick infill, is the oldest part of the building.
Other improvements to water heaters include check valve devices at their inlet and outlet, cycle timers, electronic ignition in the case of fuel-using models, sealed air intake systems in the case of fuel-using models, and pipe insulation. The sealed air- intake system types are sometimes called "band-joist" intake units. "High- efficiency" condensing units can convert up to 98% of the energy in the fuel to heating the water. The exhaust gases of combustion are cooled and are mechanically ventilated either through the roof or through an exterior wall.
The right brigade advanced under heavy machine-gun fire and took Joist Farm before being obstructed by marshy ground and pillboxes to the right. British bombing sections attacked the pillboxes and cut off Juniper Trench to reach the objective. Fire from a blockhouse at the east end of Reutel caused a delay until it was knocked out by a tank and a counter-attack from the south-east was dispersed around noon by artillery and small-arms fire. The left brigade crossed the Polygonebeek and captured a portion of Juniper Trench and a pillbox.
Open Web Steel Joists, K-Series, were primarily developed to provide structural support for floors and roofs of buildings. They possess multiple advantages and features which have resulted in their wide use and acceptance throughout the United States and other countries. K-Series Joists are standardized regarding depths, spans, and load-carrying capacities. There are 63 separate designations in the Load Tables, representing joist depths from 10 inches (254 mm) through 30 inches (762 mm) in 2 inch (51 mm) increments and spans through 60 feet (18,288 mm).
Comparatively few ant bed structures are known to survive in Queensland. Another building described as being a dairy located in the Clermont area is Irlam's farm building, which is constructed of rammed earth mixed with ant bed. There is brick quoining to the corners of the stone building at Fleurs and to window and door openings. To accommodate the original verandah floor joists, a brick-on-edge course set between two layers of timber planking, provided a level surface for the joist housing around the perimeter of the building.
There is, at present a "hole-in-the-wall" ticket window in the wall of the stairway. Plain wide double doors provide access to the stalls level of the auditorium. The stalls floor is timber, flat for dancing and indoor sports activities (from 1978). The portion of the dress circle cantilevered over the back stalls is supported by a deep, plated rolled steel joist (T&PH; files), spanning some 12 metres or further if the walls to the two rooms each side of the back stalls are not structural.
The ceiling joists spanning each room of the larger front building are dovetailed into the top plates, meaning that each end of each joist was individually cut at angles and set into an exactly matching cut on the top beam of the wall. This laborious and exacting technique minimised the use of expensive hand-made nails and was seldom seen in the colony at all, and only rarely from the 1850s. Other parts of the frame also show similarly rare and exacting methods of jointing. The internal fabric also indicated an early 19th century construction date.
On the day of his death, Kevin Whitrick was in a chatroom on PalTalk and was joined by about 60 other users in a special "insult" chatroom where people "have a go at each other". He stood on a chair, punched a hole in his ceiling and placed a rope around a joist, and then tied the other end around his neck, then stepped off the chair. Some people thought this was a prank, until his face started turning blue. Some people in the chat room egged him on while others tried desperately to find his address.
Lime ash was used on the upper floors of yeomen's houses and in great houses such as Hardwick Hall in Derbyshire, where the upper surface would be buffed to a fine finish using a mixture of egg-white, curdled milk and fish-gelatine. The underside could be left bare or smoothed with a lime-plaster. Alternatively the floor joist could be concealed with a conventional lath and plaster ceiling. Isaac Ware in his A Complete Body of Architecture (1756) remarks on "the beauty of floors of plaster mixed with other ingredients", comparing them with those of granite.
In 2019, the company produced and sold approximately 18.6 million tons of steel and recycled 17.8 million tons of scrap. Nucor operates 23 scrap-based steel production mills. Nucor produces steel bars (carbon and alloy steel), beams, sheet / flat rolled steel, plate, steel joists, joist girders, steel deck, fabricated concrete reinforcing steel, cold finished steel, steel fasteners, metal building systems, light gauge steel framing, steel grating, expanded metal, and wire mesh. In addition, through its David J. Joseph Company subsidiary, Nucor also brokers ferrous and nonferrous metals, pig iron and HRI/DRI; supplies ferro-alloys; and processes ferrous and nonferrous scrap.
All internal features of the Station Master's residence have been stripped-off with all structural elements essentially being exposed. The basement level features a series of semi-circular arches between the spaces, and timber beam and joist ceiling to ground floor supported with additional steel beams for structural stability, face brickwork to walls, kitchen fireplace, and exposed service pipes. The layout of the ground floor of the residence remains in its original configuration with some of the fireplace timber surrounds and custom orb metal ceiling and lath & plaster ceilings with ceiling rose surviving. All internal door and window joinery has been removed.
Knob-and-tube wiring in a 1930 home. View looking upwards at upper wall stud bays and nearby ceiling joists Knob-and-tube wiring used in an industrial textile factory. Knob-and-tube wiring (sometimes abbreviated K&T;) is an early standardized method of electrical wiring in buildings, in common use in North America from about 1880 to the 1930s. It consisted of single-insulated copper conductors run within wall or ceiling cavities, passing through joist and stud drill-holes via protective porcelain insulating tubes, and supported along their length on nailed-down porcelain knob insulators.
Laths must be nailed so as to break joint in bays three or four feet wide with ends butted one against the other. By breaking the joints of the lathing in this way, the tendency for the plaster to crack along the line of joints is diminished and a better key is obtained. Every lath should be nailed at each end and wherever it crosses a joist or stud. All timbers over wide should be counter-lathed, that is, have a fillet or double lath nailed along the centre upon which the laths are then nailed.
Attribution: I, Rolfmueller Timber framing, historically called a braced frame, was the most common method of building wooden buildings in AmericaHawkins, Reginald R., and Charles H. Abbe. New houses from old: a guide to the planning and practice of house remodeling.. New York: McGraw-Hill, 1948. Print. from the 17th-century European settlements until the early 20th century when timber framing was replaced by balloon framing and then platform framing in houses and what was called plank or "joist" framing in barns. The framing in barns is usually visible, but in houses is usually covered with the siding material on the outside and plaster or drywall on the inside.
Part of the land was sold the following year to Hans Yost Heydt, also known as Joist Hite or Jost Hite. In 1732, Heydt (Hite) and fifteen families set out from York, Pennsylvania, passed through present-day Berkeley County, and settled near present-day Winchester, Virginia. In 1744 Isaac Van Meter moved to a site near Moorefield — then part of Hampshire County, but now in Hardy County (see Fort Pleasant) — where he was later scalped and killed by Indians. (His brother John settled and died in Winchester, Virginia.) In 1748, George Washington, then just sixteen years old, surveyed present-day Berkeley County for Thomas Fairfax, 6th Lord Fairfax of Cameron.
Laths must be nailed so as to break joint in bays three or four feet wide with ends butted one against the other. By breaking the joints of the lathing in this way, the tendency for the plaster to crack along the line of joints is diminished and a better key is obtained and it provides restraint for the timber frame. Every lath should be nailed at each end and wherever it crosses a joist or stud. All timbers over three inches (76 mm) wide should be counter-lathed, that is, have a fillet or double lath nailed along the centre upon which the laths are then nailed.
In IX Corps the 37th Division attacked with two brigades, the 19th Division on the right co-operating with an artillery and machine-gun barrage and a smoke screen. The right brigade pivoted on the southern flank amid much German small-arms fire but captured the first objective on the Tower Hamlets (Bassevillebeek) spur. German counter-attacks and fire from Joist Trench and Berry Cottage then pushed the right flank units back to their start line. The left brigade was fired on from a pillbox and Lewis Farm, which had been missed by the bombardment and which hindered an attack on dugouts along the north end of Gheluvelt wood.
Passersby on the street outside can also see it through the Center's large windows. This shackle ring in the second-floor joist was used to secure male slaves in the pen The pen was originally owned by Captain John Anderson, a veteran of the Revolutionary War and slave trader. Slaves from the area were transported from Dover, Kentucky to slave markets in Natchez, Mississippi and New Orleans, Louisiana; they were held in this pen for a few days or several months, as he and other traders waited for favorable market conditions and higher selling prices. The pen has eight small windows, the original stone floor and fireplace.
Started in 2002, the band set about creating heavy, groovy, noise metal. The band took their name from the construction term Rolled Steel Joist, an 'in-joke' to referencing "a good support or a piece of heavy metal". Their debut EP, The Day After, was released in September 2002 and paved the way forward, gaining worldwide sales through the band's website and earning them a loyal fanbase. Their high-energy live shows landed the band supports with Funeral for a Friend, Raging Speedhorn and Orange Goblin. 2004 saw RSJ sign to Hangmans Joke Recordings and released their second EP, Blueprint for a Brighter Future.
Boidstones Place, also called Greenbrakes and Fountain Rock, was built in 1766 by Thomas Boydston near Shepherdstown, West Virginia on land he was granted by Thomas Fairfax, 6th Lord Fairfax of Cameron. In a dispute with Fairfax and Joist Hite over lands he had acquired along the Terrapin Neck on the Potomac River, Boydston lost most of his lands, which were acquired by Abraham Shepherd. The property formed a portion of the Shepherd's holdings along Shepherd Grade, which were primarily devoted breeding race horses. Some of the property was annexed to the adjoining Wild Goose property, owned by R.D. Shepherd, who had a racetrack there.
In the United States, planks can be any length and are generally a minimum of deep by wide, but planks that are by and by are more commonly stocked by lumber retailers. Planks are often used as a work surface on elevated scaffolding, and need to be wide enough to provide strength without breaking when walked on. The wood is categorized as a board if its width is less than , and its thickness is less than . A plank used in a building as a horizontal supporting member that runs between foundations, walls, or beams to support a ceiling or floor is called a joist.
In the framing of a deck or floor system, a rim joist is attached perpendicular to the joists, and provides lateral support for the ends of the joists while capping off the end of the floor or deck system. Rim joists are not to be confused with end joists, which are the first and last joists at the ends of a row of joists that make up a floor or deck frame. A rim joist's relationship to the joists is similar to what the top or bottom wall plate is to the studs. It is also confusingly called a header (header also refers to other framing components) or rim board.
Little survives of the original structure, as much of the stone was later used to construct the bridge, and other buildings in the village. The castle was excavated in 1966-1967, with another minor survey in 1987; these indicate most of it was built between 1073 to 1130. The addition of an outer ditch around 1209 caused the collapse of much of the original curtain wall in the early 16th century. Sketch of the ruins of Bramber Castle by Wenceslas Hollar ca 1642 The most prominent remaining feature is the gatehouse tower, which still stands to almost its full height; a window, and floor joist holes are clearly visible.
Spread over 500 sq. yards it is built in the architecture of 19th and 20th around a central courtyard it has intricate designs of wood work on the rooftops, sculptures and Hindu goddesses engraved in stone and steel, antique balconies intricate stone brackets, balconies, jharoka, red sandstone brackets, floral decorations, motifs, wooden joist flooring and lime concrete flooring, multi foliated arched gateway and arches, carved sandstone facades, large arched openings with elephants and intricate carvings on the main door, wooden doorways using traditional material including lakhori bricks and lime mortar."Haveli to speak of a history lost in time.", Times of India, 21 Dec 2015.5\.
A lull followed until 30 September, when a morning attack by regiments of the fresh 8th and 45th Reserve divisions and the 4th Army , with flame-throwers and a smoke screen, on the 23rd Division (X Corps) front, north of the Menin road was defeated. Another German attempt at on 1 October, with support from ground-attack aircraft, pushed two battalions back ; three later attacks were repulsed. Further north the Germans attacked the 7th Division at and were stopped by artillery and small arms fire. A renewed attack at also failed and when preparations for a third attack were seen at Cameron Covert and Joist Trench, an artillery bombardment stopped all activity.
A diagram of the parts of a king post truss A king post truss bridge The king post truss is used for simple roof trusses and short-span bridges. It is the simplest form of truss in that it is constructed of the fewest truss members (individual lengths of wood or metal). The truss consists of two diagonal members that meet at the apex of the truss, one horizontal beam that serves to tie the bottom end of the diagonals together, and the king post which connects the apex to the horizontal beam below. For a roof truss, the diagonal members are called rafters, and the horizontal member may serve as a ceiling joist.
In January 2012 plans were announced to replace the Ryman's 61-year-old stage with one of medium-brown Brazilian teak. The new stage floor, the facility's third, retained an 18-inch lip of its predecessor's blonde oak at its front edge, similar to the way the Ryman stage had been commemorated with an inlaid circle of wood at the new Opry House. The stage's original hickory support beams were reinforced with concrete foundations, crossbeams, and joist work that helped triple the stage's load capacity, ensuring it would remain viable for performances in the decades to come. At the rear of the building, adjacent to 4th Avenue North, is an outdoor entry plaza leading to the building's main entrance and Cafe Lula.
Montgomery County's first courthouse was ordered on June 28, 1823, to be made "of good hewed logs... to be twenty-six feet long; two stories high, lower story nine feet from floor to joist; upper to be seven feet to roof". Eliakam Ashton won the contract to construct the building on Crawfordville's Main Street; he finished it in August 1824 at a cost of $295. In 1825 a contract was issued to Henry Ristine to cut trees and pick up chips from under the courthouse so that "hogs would not find a comfortable place in which to make their beds". A more substantial structure was ordered in 1831, the contract for its construction being awarded to John Hughes for $3,420.
The first stage of any loft conversion is a close inspection of the loft space to find out its exact dimensions and whether conversion is feasible. On entering the loft one needs to establish if there is adequate room under the ridge of the roof. A measurement of 2.3 metres is required to allow enough headroom, although you may find that you can still get a useful room from as little as 7 feet (2.1 metres), and there must be at least 2 metres clearance above the position of the access stairs. Due to the slope of the roof and the required access headroom, the feasibility of a loft conversion is dependent upon a minimum height of approximately 2.2 m (7 ft 6 in) measured from the joist to the apex.
The trend of accelerating the speed at which welds are performed in the steel erection industry comes at a risk to the integrity of the connection. Without proper fusion to the base materials provided by sufficient arc time on the weld, a project inspector cannot ensure the effective diameter of the puddle weld therefore he or she cannot guarantee the published load capacities unless they witness the actual installation. Gregory L. Snow and W. Samuel Easterling (October 2008) Strength of Arc Spot Welds Made in Single and Multiple Steel Sheets , Proceedings of the 19th International Specialty Conference on Cold-Formed Steel Structures, Missouri University of Science and Technology. This method of puddle welding is common in the United States and Canada for attaching steel sheets to bar joist and structural steel members.
It would seem that nothing more was heard until 17 March 1896 when, at a meeting of the same committee, several sets of drawings were submitted as plans for the 'assembly rooms or concert hall' to be built: > at Stroud Green between Stapleton Hall road and Mount Pleasant road. The > premises would consist, on the ground floor of four shops, and on the first > floor of a hall for which it was intended to apply for a music and dancing > licence. The shops would have fireproof ceilings constructed of rolled iron > joist and concrete separating them from the hall, which would have seating > capacity for 280 persons. There would be two staircases delivering from the > hall, one into Stapleton Hall road, and the other into Mount Pleasant road.
In July 1924 the patent application for the pole design was submitted in both English and French, and accepted in November 1925. Stobie described his invention as > "an improved pole adopted to be used for very many purposes, but > particularly for carrying electric cables, telegraph wires... [it] consists > of two flanged beams of iron or steel, preferably rolled steel joist of 'H' > or of channel sections, placed one beside the other with their flanges > inward and preferably at a very slight angle one with the other and held > together by means of tie bolts, the space between them being filled with > cement concrete."Rob Linn, ETSA – The Story of Electricity in South > Australia (1996) pp.38–39 A second patent was granted to Stobie and Frederick William Herbert Weadon in 1946.
Planar roof trusses The roof trusses of the Basilica di Santa Croce in Florence The simplest form of a truss is one single triangle. This type of truss is seen in a framed roof consisting of rafters and a ceiling joist, and in other mechanical structures such as bicycles and aircraft. Because of the stability of this shape and the methods of analysis used to calculate the forces within it, a truss composed entirely of triangles is known as a simple truss. However, a simple truss is often defined more restrictively by demanding that it can be constructed through successive addition of pairs of members, each connected to two existing joints and to each other to form a new joint, and this definition does not require a simple truss to comprise only triangles.
The school opened in September 1904, and in 1905, the second-floor chapel and convent was converted into two classrooms for the seventh and eighth grades. In 1910, a second two-story building was built north of the original structure, at 909 North Avers Avenue; this brick and timber-joist structure with a wooden interior was in the "Old English" architectural style, with a basement a half-story above the street, a church on the first floor and 12 classrooms on the first and second floors. From 1939, a large new church seating more than 1100 parishioners was built together with a three-story brick rectory. When the new buildings were completed in April 1941, the church on the first floor of the 1910 building was converted into classrooms and a new chapel was built in its basement.
In November 1974, approval was finally granted by the board of regents to enclose and vertical end walls were completed in time for the 1975 season's home opener on September 27, a deflating to Idaho State in front The enclosed stadium was renamed that year for William H. Kibbie, a construction executive from Salt Lake City and a primary benefactor of the project; he contributed $300,000 in 1974 to initiate the funding drive. Bill Kibbie (1918–1988), originally of Bellevue in Blaine County, was a UI student for less than a month in 1936 when he withdrew due to his He entered the construction business, then served as a B-24 pilot in World War II, and eventually founded JELCO in 1957, later EMKO, a major contracting company in Utah. The acronym "ASUI" is for the "Associated Students of the University of Idaho," the student government. When the university announced it would enclose its football stadium, the fledgling Trus-Joist Company of Boise bid on and won the project.

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