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Page 210
International Conference of Building Officials. ( c ) Plywood Diaphragms . Horizontal and vertical diaphragms sheathed with plywood may be used to resist horizontal forces not exceeding those set forth in Table No. 25 - J for horizontal ...
International Conference of Building Officials. ( c ) Plywood Diaphragms . Horizontal and vertical diaphragms sheathed with plywood may be used to resist horizontal forces not exceeding those set forth in Table No. 25 - J for horizontal ...
Page 382
... horizontal shear shall be fully investigated . 2. Shear calculation . The horizontal shear stress Vah may be calculated at any cross section - V dh V ob , d . ( 17-1 ) in which d is for the entire composite section . Alternatively , the ...
... horizontal shear shall be fully investigated . 2. Shear calculation . The horizontal shear stress Vah may be calculated at any cross section - V dh V ob , d . ( 17-1 ) in which d is for the entire composite section . Alternatively , the ...
Page 505
... horizontal exit may be considered as a required exit . ( b ) Openings . All openings in a wall which provides a horizontal exit shall be protected by a fire assembly having a fire - resistance rating of not less than one and one - half ...
... horizontal exit may be considered as a required exit . ( b ) Openings . All openings in a wall which provides a horizontal exit shall be protected by a fire assembly having a fire - resistance rating of not less than one and one - half ...
Contents
Effective Use of the Uniform Building Code | 20 |
Organization and Enforcement | 26 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
allowable stress ALLOWABLE UNIT STRESSES applied approved axial bars beam bending bolts Building Official building or structure ceiling Code column compression members compressive strength concrete conform dead load diameter diaphragms Division 1 Occupancies exceed exit exterior walls EXTREME FIBER Fire Zone flange flexural framing gauge girders grade Group grout gypsum height installed joints joists lath length less live load located lumber masonry materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panel Parallel to Grain percent permitted perpendicular plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch steel strength studs surface Table tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength