Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-112
... slab width on each side of the web shall not exceed : 1. Eight times the slab thickness , or 2. One half the clear distance to the next web . 1908.10.3 For beams with a slab on one side only , the effective overhanging flange width ...
... slab width on each side of the web shall not exceed : 1. Eight times the slab thickness , or 2. One half the clear distance to the next web . 1908.10.3 For beams with a slab on one side only , the effective overhanging flange width ...
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 ↳ 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 ↳ 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 ...
Contents
UBC Standard 21 Noncombustible MaterialTests | 2-4 |
153 | 2-28 |
UBC Standard 72 Fire Tests of Door Assemblies | 2-43 |
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1997 UNIFORM BUILDING accordance with Section allowable stress Allowable Stress Design analysis anchor applied ASTM axial load bars beam bending bolts building official calculated column compression members compressive strength computed concrete connections construction dead load deflection deformed design strength Design Value determined diameter diaphragm displacement distance earthquake edge effects elements exceed factored feet flange flexural members floor foot Formula grout horizontal joints joists kN/mē lateral forces less live load load combinations longitudinal lumber masonry maximum ment minimum modulus of elasticity nominal nonbuilding structures nonprestressed panel permitted plate plywood pounds per square precast ratio requirements of Section roof seismic forces Seismic Zones Select Structural shear reinforcement shear strength shear stress shear walls shotcrete slab soil spacing span specified in Section square inch MPa steel story studs Table tensile thickness tion torsion UBC Standard UNIFORM BUILDING CODE vertical welded width wire wood yield strength