California Building Code, Volume 2International Conference of Building Officials, 1998 - Building laws |
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Page 2-38
... spans in combination with full roof live loads on adjacent spans and on alternate spans . EXCEPTION : Alternate span loading need not be considered where the uniform roof live load is 20 psf ( 0.96 kN / m2 ) or more or where load ...
... spans in combination with full roof live loads on adjacent spans and on alternate spans . EXCEPTION : Alternate span loading need not be considered where the uniform roof live load is 20 psf ( 0.96 kN / m2 ) or more or where load ...
Page 2-111
... spans ... Wuln219 More than two spans Wuln2 / 10 Negative moment at other faces of interior supports Wuln2 / 11 1908.6.2 Effect of haunches shall be considered both in deter- mining moments and in design of members . 1908.7 Span Length ...
... spans ... Wuln219 More than two spans Wuln2 / 10 Negative moment at other faces of interior supports Wuln2 / 11 1908.6.2 Effect of haunches shall be considered both in deter- mining moments and in design of members . 1908.7 Span Length ...
Page 57
... SPAN TABLES FOR JOISTS AND 2328.1 Scope . This standard covers the loading ( DL and LL ) and deflection criteria ... span is the clear distance between supports . For sloping rafters the span is measured along the horizontal projection ...
... SPAN TABLES FOR JOISTS AND 2328.1 Scope . This standard covers the loading ( DL and LL ) and deflection criteria ... span is the clear distance between supports . For sloping rafters the span is measured along the horizontal projection ...
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