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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 |
Permits and Inspections | 29 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
20 feet ALLOWABLE UNIT STRESSES approved bars Building Official building or structure ceiling Code columns compression compression member compressive strength concrete conform dead load deflection diameter diaphragms Division 1 Occupancies dry or surfaced enclosure exceed Exits exterior walls EXTREME FIBER fire assembly Fire Zone Firestopping flammable liquids flexural floor area footnotes grade Group grout gypsum height joints joists lateral forces least live load location on property lumber masonry materials maximum minimum MODULUS OF ELASTICITY mortar nails nonbearing noncombustible Occupancy Separation occupant load panel Parallel to Grain partitions percent permitted plywood portion pounds per square prestressing reinforcement resisting roof rooms Selected Decking shear stress shear walls sheathing sion slab space frame span specified in Chapter specified in Section square feet square inch steel story strength studs Table tensile stress tension tests timber tion types of construction U.B.C. Standard values ventilation vertical water closet width wood