Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-129
... accordance with Section 1911.10.9 or in accordance with Section 1914. When V exceeds Vc / 2 , wall reinforcement for resisting shear shall be provided in accordance with Section 1911.10.9 . 1911.10.9 Design of shear reinforcement for ...
... accordance with Section 1911.10.9 or in accordance with Section 1914. When V exceeds Vc / 2 , wall reinforcement for resisting shear shall be provided in accordance with Section 1911.10.9 . 1911.10.9 Design of shear reinforcement for ...
Page 2-146
... SECTION 1917 - COMPOSITE CONCRETE FLEXURAL MEMBERS 1917.0 Notations . Ac Av = = area of contact surface being ... accordance with Section 1909.5.5 . 1917.3 Shoring . When used , shoring shall not be removed until supported elements have ...
... SECTION 1917 - COMPOSITE CONCRETE FLEXURAL MEMBERS 1917.0 Notations . Ac Av = = area of contact surface being ... accordance with Section 1909.5.5 . 1917.3 Shoring . When used , shoring shall not be removed until supported elements have ...
Page 2-241
... Section 2210 of this division contains the exceptions to the refer- enced specification . Section 2211 of this ... accordance with solely the Specification or in accordance with the Specification and these provisions . 2.2 Seismic Zone 2 ...
... Section 2210 of this division contains the exceptions to the refer- enced specification . Section 2211 of this ... accordance with solely the Specification or in accordance with the Specification and these provisions . 2.2 Seismic Zone 2 ...
Contents
UBC Standard 21 Noncombustible MaterialTests | 2-4 |
153 | 2-28 |
UBC Standard 72 Fire Tests of Door Assemblies | 2-43 |
Copyright | |
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Common terms and phrases
1997 UNIFORM BUILDING accordance with Section allowable stress Allowable Stress Design analysis anchor applied ASTM axial load bars beam bending bolts building official calculated column compression members compressive strength computed concrete connections construction dead load deflection deformed design strength Design Value determined diameter diaphragm displacement distance earthquake edge effects elements exceed factored feet flange flexural members floor foot Formula grout horizontal joints joists kN/m² lateral forces less live load load combinations longitudinal lumber masonry maximum ment minimum modulus of elasticity nominal nonbuilding structures nonprestressed panel permitted plate plywood pounds per square precast ratio requirements of Section roof seismic forces Seismic Zones Select Structural shear reinforcement shear strength shear stress shear walls shotcrete slab soil spacing span specified in Section square inch MPa steel story studs Table tensile thickness tion torsion UBC Standard UNIFORM BUILDING CODE vertical welded width wire wood yield strength