Uniform Building Code, Volume 2International Conference of Building Officials, 1997 - Building laws |
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Page 2-41
... welds tested for the welder or welding operator . A sampling of at least 40 completed welds for a job shall be made for such reduction evaluation . Reject rate is defined as the number of welds containing re- jectable defects divided by ...
... welds tested for the welder or welding operator . A sampling of at least 40 completed welds for a job shall be made for such reduction evaluation . Reject rate is defined as the number of welds containing re- jectable defects divided by ...
Page 2-187
... weld . For columns and beams with welds at locations other than at their supported ends ( not farther from the supports than 0.05 L from the ends ) , and for cantilever columns and single web beams with transverse welds at or near the ...
... weld . For columns and beams with welds at locations other than at their supported ends ( not farther from the supports than 0.05 L from the ends ) , and for cantilever columns and single web beams with transverse welds at or near the ...
Page 2-260
... welds . Fillet welds connecting the stiffen- er to the beam web shall develop a stiffener force of Ast Fy . Fillet welds connecting the stiffener to the flanges shall develop a stiff- ener force of Ast Fy / 4 . WHERE : Ast = bt of ...
... welds . Fillet welds connecting the stiffen- er to the beam web shall develop a stiffener force of Ast Fy . Fillet welds connecting the stiffener to the flanges shall develop a stiff- ener force of Ast Fy / 4 . WHERE : Ast = bt of ...
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/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