Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-122
... tensile strength of prestressing tendons , pounds per square inch ( MPa ) . specified yield strength of nonprestressed reinforce- ment , pounds per square inch ( MPa ) . yield strength of longitudinal torsional reinforcement . yield ...
... tensile strength of prestressing tendons , pounds per square inch ( MPa ) . specified yield strength of nonprestressed reinforce- ment , pounds per square inch ( MPa ) . yield strength of longitudinal torsional reinforcement . yield ...
Page 2-185
... yield strength within 1.0 inch ( 25.4 mm ) of a weld , ksi ( MPa ) . allowable compressive stress , ksi ( MPa ) . compressive yield strength , ksi ( MPa ) . compressive yield strength across a butt weld [ 0.2 per- cent offset in 10 ...
... yield strength within 1.0 inch ( 25.4 mm ) of a weld , ksi ( MPa ) . allowable compressive stress , ksi ( MPa ) . compressive yield strength , ksi ( MPa ) . compressive yield strength across a butt weld [ 0.2 per- cent offset in 10 ...
Page 2-190
... tensile strength , nu F.S. on tensile yield strength , ny F.S. on compressive yield strength for short beams , ny F.S. on buckling strength , ny F.S. on crippling strength of thin sections , ny F.S. on shear buckling of webs , na 4 ...
... tensile strength , nu F.S. on tensile yield strength , ny F.S. on compressive yield strength for short beams , ny F.S. on buckling strength , ny F.S. on crippling strength of thin sections , ny F.S. on shear buckling of webs , na 4 ...
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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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