California Building Code, Volume 2International Conference of Building Officials, 1998 - Building laws |
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Page 2-38
... COMBINATIONS OF LOADS 1612A.1 General . Buildings and other structures and all por- tions thereof shall be designed to resist the load combinations spe- cified in Section 1612A.2 or 1612A.3 and , where required by Chapter 16A , Division ...
... COMBINATIONS OF LOADS 1612A.1 General . Buildings and other structures and all por- tions thereof shall be designed to resist the load combinations spe- cified in Section 1612A.2 or 1612A.3 and , where required by Chapter 16A , Division ...
Page 1
... LOADS , LOAD 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 ...
... LOADS , LOAD 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 ...
Page 2-11
... LOADS , LOAD 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 ...
... LOADS , LOAD 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 ...
Contents
Matrix Adoption Tables | XTC-1 |
Matrix Adoption Tables | XTC-3 |
of | XTC-27 |
Copyright | |
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1998 CALIFORNIA BUILDING accordance with Section Adopt entire UBC agency allowable stress Allowable Stress Design anchor bolts anchorage ASTM axial load bars beam braced frames building official calculated CALIFORNIA BUILDING CODE chapter column compression members compressive strength compressive stress computed concrete conform connections construction dead load deflection deformed design strength determined diameter diaphragm distance DOSH earthquake edge effective elements exceed factored flange flexural members foot Formula greater grout horizontal joint lateral forces less live load load combinations materials maximum ment minimum mm² mortar Nonbuilding structures nonprestressed OSHPD percent permitted plate pounds per square ratio requirements of Section seismic forces Seismic Zones shear reinforcement shear strength shear stress shear walls shotcrete slab soil spacing span specified in Section square inch MPa steel stiffener structural Table tensile thickness tion torsion UBC Standard Uniform Building Code vertical welded width wire yield strength