Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-100
... conform to approved nationally recognized standards . Type and location of welded splices and other required welding of reinforcing bars shall be in- dicated on the design drawings or in the project specifications . ASTM reinforcing bar ...
... conform to approved nationally recognized standards . Type and location of welded splices and other required welding of reinforcing bars shall be in- dicated on the design drawings or in the project specifications . ASTM reinforcing bar ...
Page 2-109
... conform to provisions of Section 1911 . 1907.10.2 Lateral reinforcement requirements for composite compression members shall conform to Section 1910.16 . Lateral reinforcement requirements for prestressing tendons shall con- form to ...
... conform to provisions of Section 1911 . 1907.10.2 Lateral reinforcement requirements for composite compression members shall conform to Section 1910.16 . Lateral reinforcement requirements for prestressing tendons shall con- form to ...
Page 2-163
... conform to Sec- tion 1921.2.6.1 . 1921.6.7 Boundaries of structural diaphragms . 1921.6.7.1 Boundary elements of structural diaphragms shall be proportioned to resist the sum of the factored axial force acting in the plane of the ...
... conform to Sec- tion 1921.2.6.1 . 1921.6.7 Boundaries of structural diaphragms . 1921.6.7.1 Boundary elements of structural diaphragms shall be proportioned to resist the sum of the factored axial force acting in the plane of the ...
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