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 8 , Ms . 1910.13.4.1 The magnified sway moments 8 , 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 8 , Ms . 1910.13.4.1 The magnified sway moments 8 , 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 : Av = 50 bus fy ( 11-13 ) Av = 0.34 bus 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 : Av = 50 bus fy ( 11-13 ) Av = 0.34 bus 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 ) . fb = fmd = computed flexural stress in extreme fiber due to design bending loads only , pounds per square inch ( MPa ) . computed compressive ...
... computed axial compressive stress due to design axial load , pounds per square inch ( MPa ) . fb = fmd = computed flexural stress in extreme fiber due to design bending loads only , pounds per square inch ( MPa ) . computed compressive ...
Contents
UBC Standard 21 Noncombustible MaterialTests | 22 |
Review the building for conformity with the occupancy requirements in Sections 303 through 312 | 2-10 |
Review the building for conformity with structural engineering regulations and requirements for materials of construction See Chap | 2-23 |
Copyright | |
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1997 UNIFORM BUILDING accordance with Section allowable stress Allowable Stress Design anchor applied ASTM axial load bars beam bending bolts braced building official calculated column compression members compressive strength compressive stress computed concrete conform connections construction dead load deflection design strength determined diameter diaphragm distance edge effective elements exceed factored flange flexural members foot Formula frame grout horizontal joints joists kN/m² less live load load combinations longitudinal lumber masonry materials maximum ment minimum mm² modulus of elasticity nominal nonbuilding structures nonprestressed panel permitted piles plate plywood pounds per square precast ratio requirements of Section resist 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 studs Table tensile thickness tion torsion UBC Standard UNIFORM BUILDING CODE vertical welded width wire wood yield strength