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Tuesday, July 28, 2020 | History

2 edition of Study of the local resistance of conventional plywood subflooring to concentrated load found in the catalog.

Study of the local resistance of conventional plywood subflooring to concentrated load

Felix Y. Yokel

Study of the local resistance of conventional plywood subflooring to concentrated load

prepared for the Office of Research and Technology, Office [i.e. Dept.] of Housing and Urban Development

by Felix Y. Yokel

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  • 0 Currently reading

Published by U.S. Dept. of Commerce, National Bureau of Standards : for sale by the Supt. of Docs., U.S. Govt. Print. Off. in Washington .
Written in English

    Subjects:
  • Floors, Wooden -- Testing.,
  • Plywood -- Testing.

  • Edition Notes

    Includes bibliographical references.

    StatementFelix Y. Yokel, Center for Building Technology, Institute for Applied Technology, National Bureau of Standards.
    SeriesNBS building science series ; 53, NBS building science series ;, 53.
    ContributionsUnited States. Dept. of Housing and Urban Development. Office of Research and Technology., United States. Institute for Applied Technology. Center for Building Technology.
    Classifications
    LC ClassificationsTA435 .U58 no. 53, TH2529.W6 .U58 no. 53
    The Physical Object
    Paginationiv, 36 p. :
    Number of Pages36
    ID Numbers
    Open LibraryOL5165452M
    LC Control Number74600075

    A partition that supports any vertical load in addition to its own weight. Bearing point: A point where a bearing or structural weight is concentrated and transferred to the foundation: bearing stratum: The soil or rock stratum on which a footing or mat bears or carries the load transferred to it by a pile, caisson, or similar deep foundation unit. A fre-resistance rating is defned as the period of time a building element, component or assembly maintains the ability to confne a fre (separating function), and/or continues to perform a given structural function. More specifcally, a standard fre-resistance test entails three failure/acceptance criteria: /5(5).

    Apa Panel Design Spec - Free download as PDF File .pdf), Text File .txt) or read online for free. EPA /j.-) ECONOMIC ANALYSIS of PROPOSED EFFLUENT GUIDELINES THE TIMBER PROCESSING INDUSTRY PHASE II Report to U.S. Environmental Protection Agency Office of Planning and Evaluation Washington, D.C. August U.S. Environmental Protection Agency Region V, Library South Dearborn Street,x" Chicago, Illinois

    though this study produced no real evidence that seed source is an important factor, a host In the of other studies indicate that it is. of data to the contrary, use seed from a local source and similar elevation, or from the most similar source available. absence Hayes, G. Lloyd. An average value for use in design in lieu of better local data is γ = kN/m 3. watertightness and wind load resistance. Where bracing material, such as diagonal lumber or plywood, OSB, gypsum board or fibreboard sheathing is installed on the inner face of one row of studs in double stud assemblies, the STC rating will be reduced by.


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Study of the local resistance of conventional plywood subflooring to concentrated load by Felix Y. Yokel Download PDF EPUB FB2

Get this from a library. Study of the local resistance of conventional plywood subflooring to concentrated load: prepared for the Office of Research and Technology, Office [i.e.

Dept.] of Housing and Urban Development. [Felix Y Yokel; United States. Department of Housing and Urban Development. Office of Research and Technology.; Institute for Applied Technology (U.S.).

Study of the local resistance of conventional plywood subflooring to concentrated load / (Washington: U.S. Dept. of Commerce, National Bureau of Standards:. The inspector should specify the grade and span rating of structural wood panels to meet the required application and loading condition (i.e., roof, wall or floor).

The most common panel size is 4x8-foot panels, with thicknesses typically ranging from 3/8-inch to more than 1 inch. Panels can be ordered in longer lengths for special applications. Start studying All building construction.

Learn vocabulary, terms, and more with flashcards, games, and other study tools. Section 3: Wood products and their use in construction.

Now a typical house consists of a sawn lumber frame with plywood roof sheathing and subflooring and with wall sheathing of fibreboard or a combination of fibreboard and plywood. The construction plywood industry is concentrated in four main areas: North America, with softwood.

The IRC is the prevailing design code used for the construction of one- or two-family dwellings in the USA. The IRC [] is the current adopted code in the State College, PA area, and will be used as the governing design code for this order to construct a single-family dwelling, the homebuilder must first apply to the local code office for a building : Anthony C.

Jellen, Ali M. Memari. The only lateral load being considered for this study is the wind loading. In the State College area, seismic loading does not typically control the design of structural. _____ is a beam that carries the load on the exterior of a framed building between the top of one window and the bottom of the window above.

Spandrel girder A ______ is a. resistance of a floor can be viewed as the sum of the resistance of the ceiling and the resistance of the framing members. As discussed for walls, the additive method can be used to calculate the rating of a protected floor assembly.

A wood floor with nominal 2-inch-thick joists spaced 16 inches on center is assigned a rating of 10 minutes. In service, the framing and subflooring directly below and around the island is subjected to a substantial sustained load that produces creep deflection, but only in that area.

As such, for hard surface floors, building design should incorporate more stringent framing requirements in areas where concentrated dead loads are expected, with.

is psf for floors plus 10 psf dead APA Rated Sturd-I-Floor panels are load (65 psf total load for Sturd-I-FloorFor APA Rated Sheathing, the Span designed specifically for single-floor 48 o.c.) and 30 psf for roofs (35 psf forRating looks like a fraction, such as (combined subfloor-underlayment) Rated Sheathing 48/24 or greater) plus32/ Lt Exam > Building Construction > Flashcards Flashcards in Building Construction Deck () 1 Tilt-up concrete construction provides good fire resistance.

However, if a single panel should collapse under fire conditions, such as in a building under construction, will pose _____. Concentrated load. Live load. This banner text can have markup. web; books; video; audio; software; images; Toggle navigation.

In the original house, the kitchen was a long dark galley with very little natural light. Werner opened it up to both the view and the dining room, separating the space from the children’s study area and the breakfast nook with a bank of storage cabinets finished in the same dark color as the kitchen cabinetry and the steel support structure.

Center for Building Technology: Study of the local resistance of conventional plywood subflooring to concentrated load / (Washington: U.S. Dept. of Commerce, National Bureau of Standards: For sale by the Supt. of Docs., U.S. Govt. Subflooring Requirements for Tile Floors. To meet TCA stiffness requirements, floor framing should be no more than 16 inches on-center with minimum 19/32 -inch plywood subflooring.

Upgrading to 23/ inch plywood will stiffen the subfloor by almost 80% and provide a more solid feeling floor. The subflooring should be level to 1/8 inch in 10 feet. (3) All masonry, tile, or block load-bearing partitions required to have a fire resistance rating shall be limited in height not to exceed 30 times their thickness, except when securely anchored at top and bottom, and except where fire resistance ratings for such partitions of greater height than herein specified have been established by actual.

struction of elevated residential structures is based on accepted building practice. Generally, a con- this does not provide as good load resistance as driving the pile into the ground, and longer piles and plywood subflooring used to create a floor diaphragm.

When a plywood subfloor is. Plywood has a greater r~istance to blows. than ordinary wood. Plywood cannot be split in the plane of the panel because of its successive layers at right angles to one another.

Nails and screws can be driven very close to the edge of the panels without danger of splitting. Plywood can be bent more easily then ordinary wood of the same thickness.

Issuu is a digital publishing platform that makes it simple to publish magazines, catalogs, newspapers, books, and more online. Easily share your publications and get them in front of Issuu’s.

Dead load has a load duration factor ofwhile normal duration live load (e.g., furniture, beds, people in a room, etc.) has an LDF factor of Per NDS this is how LDF is applied: Hopefully you, like me, want your beautiful new building to structurally withstand what nature throws at it.applicator ~ ~ proceeds ~ sheet applicator roll applied load ~ moment, apply force ~ tension ; ~ the brake, appointee appointment for life ~ of a subagent appointments book approach apportion apportionment appraisal, ~ report appraise,1/5(1).AD Plywood.

A designation or gradation of plywood. The A and the D designate quality of surface layers. Ad Valorem. A tax imposed at a percentage rate of the value of the property, such as property tax. ADA. Americans with Disabilities Act.

10 Adapter Terminal. Electrical fitting attached to the end of a conductor or to a piece of equipment, for.