Uniform Building Code |
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Page 157
... horizontally throughout the wall . Horizontal reinforcement not less than 0.2 square inch in cross - sectional area shall be provided : ( 1 ) at the bottom and top of wall openings and shall extend not less than 24 inches nor less than ...
... horizontally throughout the wall . Horizontal reinforcement not less than 0.2 square inch in cross - sectional area shall be provided : ( 1 ) at the bottom and top of wall openings and shall extend not less than 24 inches nor less than ...
Page 199
International Conference of Building Officials. plywood may be used to resist horizontal forces not exceeding those set forth in Table No. 25 - J - 1 for horizontal diaphragms and Table No. 25 - K - 1 for vertical diaphragms , or may be ...
International Conference of Building Officials. plywood may be used to resist horizontal forces not exceeding those set forth in Table No. 25 - J - 1 for horizontal diaphragms and Table No. 25 - K - 1 for vertical diaphragms , or may be ...
Page 566
... Horizontal Exit Sec . 3308. ( a ) Used as a Required Exit . A horizontal exit may be considered as a required exit when conforming to the provisions of this chapter . A horizontal exit shall not serve as the only exit from a portion of ...
... Horizontal Exit Sec . 3308. ( a ) Used as a Required Exit . A horizontal exit may be considered as a required exit when conforming to the provisions of this chapter . A horizontal exit shall not serve as the only exit from a portion of ...
Contents
Organization and Enforcement | 4 |
Part IIDefinitions and Abbreviations | 17 |
Part IIIRequirements Based on Occupancy | 27 |
Copyright | |
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Common terms and phrases
accordance with Section Allowable Unit Stresses applied approved atrium axial load bars beam bolts building official building or structure column comply compression members concrete conform dead load deflection diameter diaphragms Division 1 Occupancies exceed exit exterior walls extreme fiber factor Fire Code floor area Formula framing girders grade Group H grout height horizontal shear inspection installed joints joists laminations lateral forces length less live load located lumber materials maximum minimum modulus of elasticity nails noncombustible occupancy separation openings panel Parallel to Grain particleboard partitions percent permitted perpendicular plywood portion pounds per square prestressing protected psi psi psi ratio resist roof rooms Select Structural shear reinforcement shear strength shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch steel storage strength Stud Table tensile tensile stress tension thickness U.B.C. Standard vertical welds width wood yield strength