California Building Code, Volume 2International Conference of Building Officials, 1998 - Building laws |
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Page 2-137
... slab systems reinforced for flexure in more than one direction , with or without beams between supports . 1913.1.2 For a slab system supported by columns or walls , the di- mensions c1 and c2 and the clear span ↳ʼn shall be based on an ...
... slab systems reinforced for flexure in more than one direction , with or without beams between supports . 1913.1.2 For a slab system supported by columns or walls , the di- mensions c1 and c2 and the clear span ↳ʼn shall be based on an ...
Page 2-140
... slab system shall resist moments caused by factored loads on the slab system . 1913.6.9.2 At an interior support , supporting elements above and below the slab shall resist the moment specified by Formula ( 13-4 ) in direct proportion ...
... slab system shall resist moments caused by factored loads on the slab system . 1913.6.9.2 At an interior support , supporting elements above and below the slab shall resist the moment specified by Formula ( 13-4 ) in direct proportion ...
Page 2-184
... slab is not supported by a spandrel beam or wall at a discontinuous edge or where a slab cantilevers beyond the support , anchorage of reinforcement shall be permitted within the slab . 1913A.3.6 In slabs with beams between supports ...
... slab is not supported by a spandrel beam or wall at a discontinuous edge or where a slab cantilevers beyond the support , anchorage of reinforcement shall be permitted within the slab . 1913A.3.6 In slabs with beams between supports ...
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 mm˛ 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