Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-47
... less than 24 hours old unless ap- proved by the building official . 1808.3.3 Allowable stresses . Allowable stresses shall not ex- ceed the values specified in Section 1808.2.2 , except that the al- lowable concrete stress may be ...
... less than 24 hours old unless ap- proved by the building official . 1808.3.3 Allowable stresses . Allowable stresses shall not ex- ceed the values specified in Section 1808.2.2 , except that the al- lowable concrete stress may be ...
Page 2-132
... less than 3d , or clear spacing less than 6d ... 1.5 All other epoxy - coated bars or wires 1.2 Uncoated reinforcement 1.0 However , the product aß need not be taken greater than 1.7 . Y = reinforcement size factor No. 6 and smaller ...
... less than 3d , or clear spacing less than 6d ... 1.5 All other epoxy - coated bars or wires 1.2 Uncoated reinforcement 1.0 However , the product aß need not be taken greater than 1.7 . Y = reinforcement size factor No. 6 and smaller ...
Page 2-302
... less than 3,000 pounds ( 1360.8 kg ) . 2320.11.5 Cripple walls . Foundation cripple walls shall be framed of studs not less in size than the studding above with a minimum length of 14 inches ( 356 mm ) , or shall be framed of sol- id ...
... less than 3,000 pounds ( 1360.8 kg ) . 2320.11.5 Cripple walls . Foundation cripple walls shall be framed of studs not less in size than the studding above with a minimum length of 14 inches ( 356 mm ) , or shall be framed of sol- id ...
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