Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-106
... placed in the pipes until the concrete has attained its design strength . 1906.3.9 In solid slabs , piping , unless it is used for radiant heating or snow melting , shall be placed between top and bottom rein- forcement . 1906.3.10 ...
... placed in the pipes until the concrete has attained its design strength . 1906.3.9 In solid slabs , piping , unless it is used for radiant heating or snow melting , shall be placed between top and bottom rein- forcement . 1906.3.10 ...
Page 2-107
... placed and adequately supported before concrete is placed , and shall be secured against displacement within toler- ances of this section . 1907.5.2 Unless otherwise approved by the building official , re- inforcement , prestressing ...
... placed and adequately supported before concrete is placed , and shall be secured against displacement within toler- ances of this section . 1907.5.2 Unless otherwise approved by the building official , re- inforcement , prestressing ...
Page 2-164
... placed at not more than d / 2 throughout the length of the member . 1921.7.2.2 Members with factored gravity axial forces exceed- ing ( Agf'c / 10 ) , but not exceeding 0.3P , shall satisfy Sections 1921.4.3 , 1921.4.4.1 , Item 3 , and ...
... placed at not more than d / 2 throughout the length of the member . 1921.7.2.2 Members with factored gravity axial forces exceed- ing ( Agf'c / 10 ) , but not exceeding 0.3P , shall satisfy Sections 1921.4.3 , 1921.4.4.1 , Item 3 , and ...
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