Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-4
... COMBINATIONS OF LOADS 1612.1 General . Buildings and other structures and all portions thereof shall be designed to resist the load combinations specified in Section 1612.2 or 1612.3 and , where required by Chapter 16 , Division IV , or ...
... COMBINATIONS OF LOADS 1612.1 General . Buildings and other structures and all portions thereof shall be designed to resist the load combinations specified in Section 1612.2 or 1612.3 and , where required by Chapter 16 , Division IV , or ...
Page 2-178
... COMBINATION AND STRENGTH REDUCTION FACTORS 1928.1 General . It shall be permitted to proportion concrete structural elements using the alternate load - factor combinations in Section 1928.1.2 in conjunction with the alternate strength ...
... COMBINATION AND STRENGTH REDUCTION FACTORS 1928.1 General . It shall be permitted to proportion concrete structural elements using the alternate load - factor combinations in Section 1928.1.2 in conjunction with the alternate strength ...
Page 2-247
... COMBINATIONS , AND NOMINAL STRENGTHS 3.1 . Loads and Load Combinations The following specified loads and their effects on the struc- ture shall be taken into account : D : dead load due to the weight of the structural ele- ments and the ...
... COMBINATIONS , AND NOMINAL STRENGTHS 3.1 . Loads and Load Combinations The following specified loads and their effects on the struc- ture shall be taken into account : D : dead load due to the weight of the structural ele- ments and the ...
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