Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-44
... tion investigation . The provisions of this section do not apply to building and foun- dation systems in those areas subject to scour and water pressure by wind and wave action . Buildings and foundations subject to such loads shall be ...
... tion investigation . The provisions of this section do not apply to building and foun- dation systems in those areas subject to scour and water pressure by wind and wave action . Buildings and foundations subject to such loads shall be ...
Page 2-119
... tion for the gross concrete section . 1910.11.3 Unsupported length of compression members . 1910.11.3.1 The unsupported length 4 of a compression member shall be taken as the clear distance between floor slabs , beams or other members ...
... tion for the gross concrete section . 1910.11.3 Unsupported length of compression members . 1910.11.3.1 The unsupported length 4 of a compression member shall be taken as the clear distance between floor slabs , beams or other members ...
Page 2-139
... tion of column strips shall be proportioned to resist that portion of column strip moments not resisted by beams . 1913.6.5 Factored moments in beams . 1913.6.5.1 Beams between supports shall be proportioned to re- sist 85 percent of ...
... tion of column strips shall be proportioned to resist that portion of column strip moments not resisted by beams . 1913.6.5 Factored moments in beams . 1913.6.5.1 Beams between supports shall be proportioned to re- sist 85 percent of ...
Contents
UBC Standard 21 Noncombustible MaterialTests | 2-4 |
153 | 2-28 |
UBC Standard 72 Fire Tests of Door Assemblies | 2-43 |
Copyright | |
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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/m² 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