Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Results 1-3 of 83
Page 2-147
... square inch ( MPa ) . specified yield strength of prestressing tendons , pounds per square inch ( MPa ) . = modulus of rupture of concrete , pounds per square inch ( MPa ) . = effective stress in prestressed reinforcement ( after al ...
... square inch ( MPa ) . specified yield strength of prestressing tendons , pounds per square inch ( MPa ) . = modulus of rupture of concrete , pounds per square inch ( MPa ) . = effective stress in prestressed reinforcement ( after al ...
Page 2-204
... square inches ( mm2 ) . = gross area of wall , square inches ( mm2 ) . = total area of special horizontal reinforcement through wall frame joint , square inches ( mm2 ) . Ag Ajh Amv Ap = net area of masonry section bounded by wall ...
... square inches ( mm2 ) . = gross area of wall , square inches ( mm2 ) . = total area of special horizontal reinforcement through wall frame joint , square inches ( mm2 ) . Ag Ajh Amv Ap = net area of masonry section bounded by wall ...
Page 2-204
... square inches ( mm2 ) . Ae = effective area of masonry , square inches ( mm2 ) ... inch ( MPa ) . emu = e eccentricity of Puf , inches ( mm ) . = maximum ... square inch ( MPa ) . Fb = allowable flexural compressive stress in members sub ...
... square inches ( mm2 ) . Ae = effective area of masonry , square inches ( mm2 ) ... inch ( MPa ) . emu = e eccentricity of Puf , inches ( mm ) . = maximum ... square inch ( MPa ) . Fb = allowable flexural compressive stress in members sub ...
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