Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-131
... spacing of transverse rein- forcement within la , inches ( mm ) . As = Atr = total cross - sectional area of all transverse reinforcement which is within the spacing s and which crosses the po- tential plane of splitting through the ...
... spacing of transverse rein- forcement within la , inches ( mm ) . As = Atr = total cross - sectional area of all transverse reinforcement which is within the spacing s and which crosses the po- tential plane of splitting through the ...
Page 2-132
... spacing or cover dimension , inches ( mm ) . Use the smaller of either the distance from the center of the bar to the nearest concrete surface or one - half the center - to - center spacing of the bars being developed . Ktr = transverse ...
... spacing or cover dimension , inches ( mm ) . Use the smaller of either the distance from the center of the bar to the nearest concrete surface or one - half the center - to - center spacing of the bars being developed . Ktr = transverse ...
Page 2-425
... Spacing Angle Clip Spacing 8 - Inch Walls No. 3 x 25.4 for mm 4 1/2 " at 60 " 48 " o.c. 24 5 1/2 " at 40 " 32 " o.c. 16 6 5/8 " at 32 " 20 " o.c. Vertical Reinforcement with Axial Compressive Load ( P ) Equal to or Less than 5,000 lb ...
... Spacing Angle Clip Spacing 8 - Inch Walls No. 3 x 25.4 for mm 4 1/2 " at 60 " 48 " o.c. 24 5 1/2 " at 40 " 32 " o.c. 16 6 5/8 " at 32 " 20 " o.c. Vertical Reinforcement with Axial Compressive Load ( P ) Equal to or Less than 5,000 lb ...
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