Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-133
... welded wire fabric in Sections 1912.2.2 and 1912.2.3 . 1912.7.2 For welded deformed wire fabric with at least one cross wire within the development length and not less than 2 inches ( 51 mm ) from the point of the critical section , the ...
... welded wire fabric in Sections 1912.2.2 and 1912.2.3 . 1912.7.2 For welded deformed wire fabric with at least one cross wire within the development length and not less than 2 inches ( 51 mm ) from the point of the critical section , the ...
Page 2-135
... Welded splices and mechanical connections . 1912.14.3.1 Welded splices and other mechanical connections may be used . 1912.14.3.2 Except as provided in this code , all welding shall conform to UBC Standard 19-1 . 1912.14.3.3 A full - welded ...
... Welded splices and mechanical connections . 1912.14.3.1 Welded splices and other mechanical connections may be used . 1912.14.3.2 Except as provided in this code , all welding shall conform to UBC Standard 19-1 . 1912.14.3.3 A full - welded ...
Page 2-136
... Welded splices or mechanical connectors in co- lumns . Welded splices or mechanical connectors in columns shall meet the requirements of Section 1912.14.3.3 or 1912.14.3.4 . 1912.17.4 End - bearing splices in columns . End - bearing ...
... Welded splices or mechanical connectors in co- lumns . Welded splices or mechanical connectors in columns shall meet the requirements of Section 1912.14.3.3 or 1912.14.3.4 . 1912.17.4 End - bearing splices in columns . End - bearing ...
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