Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-120
... computed according to Section . 1910.13.4 . 1910.13.4 Calculation of §§Ms . 1910.13.4.1 The magnified sway moments d , M , shall be taken as the column end moments calculated using a second - order elastic analysis based on the member ...
... computed according to Section . 1910.13.4 . 1910.13.4 Calculation of §§Ms . 1910.13.4.1 The magnified sway moments d , M , shall be taken as the column end moments calculated using a second - order elastic analysis based on the member ...
Page 2-125
... computed by : For SI : bus A , = 50 ( 11-13 ) fy bus A1 = 0.34 fy 1911.5.6.7 Where more than one type of shear reinforcement is used to reinforce the same portion of a member , shear strength Vs shall be computed as the sum of the V ...
... computed by : For SI : bus A , = 50 ( 11-13 ) fy bus A1 = 0.34 fy 1911.5.6.7 Where more than one type of shear reinforcement is used to reinforce the same portion of a member , shear strength Vs shall be computed as the sum of the V ...
Page 2-204
... computed axial compressive stress due to design axial load , pounds per square inch ( MPa ) . computed compressive stress due to dead load only , pounds per square inch ( MPa ) . modulus of rupture , pounds per square inch ( MPa ) .
... computed axial compressive stress due to design axial load , pounds per square inch ( MPa ) . computed compressive stress due to dead load only , pounds per square inch ( MPa ) . modulus of rupture , pounds per square inch ( MPa ) .
Contents
UBC Standard 21 Noncombustible MaterialTests | 2-4 |
153 | 2-28 |
UBC Standard 72 Fire Tests of Door Assemblies | 2-43 |
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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