Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-110
... nonprestressed tension reinforcement , square in- ches ( mm2 ) . A's = area of compression reinforcement , square inches ( mm2 ) . b = width of compression face of member , inches ( mm ) . distance from extreme compression fiber to ...
... nonprestressed tension reinforcement , square in- ches ( mm2 ) . A's = area of compression reinforcement , square inches ( mm2 ) . b = width of compression face of member , inches ( mm ) . distance from extreme compression fiber to ...
Page 2-147
... nonprestressed reinforce- ment , pounds per square inch ( MPa ) . h = overall dimension of member in direction of action con- sidered , inches ( mm ) . K = wobble friction coefficient per foot ( per mm ) of pre- stressing tendon . L = 1 ...
... nonprestressed reinforce- ment , pounds per square inch ( MPa ) . h = overall dimension of member in direction of action con- sidered , inches ( mm ) . K = wobble friction coefficient per foot ( per mm ) of pre- stressing tendon . L = 1 ...
Page 2-149
... Nonprestressed reinforcement conforming to Section 1903.5.3 , if used with prestressing tendons , shall be permitted to be considered to contribute to the tensile force and to be included in moment strength computations at a stress ...
... Nonprestressed reinforcement conforming to Section 1903.5.3 , if used with prestressing tendons , shall be permitted to be considered to contribute to the tensile force and to be included in moment strength computations at a stress ...
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/mē 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