California Building Code, Volume 2International Conference of Building Officials, 1998 - Building laws |
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Page 2-112
... Width of slab effective as a T - beam flange shall not ex- ceed one fourth the span length of the beam , and the effective overhanging slab width on each side of the web shall not exceed : 1. Eight times the slab thickness , or 2. One ...
... Width of slab effective as a T - beam flange shall not ex- ceed one fourth the span length of the beam , and the effective overhanging slab width on each side of the web shall not exceed : 1. Eight times the slab thickness , or 2. One ...
Page 2-184
... Width of slab effective as a T - beam flange shall not exceed one fourth the span length of the beam , and the effective overhanging slab width on each side of the web shall not exceed : 1. Eight times the slab thickness , or 2. One ...
... Width of slab effective as a T - beam flange shall not exceed one fourth the span length of the beam , and the effective overhanging slab width on each side of the web shall not exceed : 1. Eight times the slab thickness , or 2. One ...
Page 2-20
... width of a beam shall not be less than 6 in- ches ( 153 mm ) . 1.2 The clear distance between locations of lateral bracing of the compression side of the beam shall not exceed 32 times the least width of the compression area . 1.3 The ...
... width of a beam shall not be less than 6 in- ches ( 153 mm ) . 1.2 The clear distance between locations of lateral bracing of the compression side of the beam shall not exceed 32 times the least width of the compression area . 1.3 The ...
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