California Building Code, Volume 2International Conference of Building Officials, 1998 - Building laws |
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Page 2-184
... Bending . A member sub- jected to axial compression and carrying a bending moment due to lateral or eccentric loads shall be proportioned in accordance with the following formulas : 1. Bending moment at center equal to or greater than ...
... Bending . A member sub- jected to axial compression and carrying a bending moment due to lateral or eccentric loads shall be proportioned in accordance with the following formulas : 1. Bending moment at center equal to or greater than ...
Page 2-184
... Bending . A member subjected to axial compression and carrying a bending moment due to lateral or eccentric loads shall be proportioned in accor- dance with the following formulas : 1. Bending moment at center equal to or greater than ...
... Bending . A member subjected to axial compression and carrying a bending moment due to lateral or eccentric loads shall be proportioned in accor- dance with the following formulas : 1. Bending moment at center equal to or greater than ...
Page 2-35
... bending . The stressed skin shall be capable of resisting bending stresses due to loads normal to the skin with al- lowance for direction of the face grain . 2322A.3.3 Determination of section properties . For determi- nation of bending ...
... bending . The stressed skin shall be capable of resisting bending stresses due to loads normal to the skin with al- lowance for direction of the face grain . 2322A.3.3 Determination of section properties . For determi- nation of bending ...
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