Uniform Building CodeInternational Conference of Building Officials, 1982 - Building laws |
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Page 461
International Conference of Building Officials. ( d ) Welds . Except as modified by Section 2704 , weld stresses shall comply with Table No. 27 - B . ( e ) Effective Areas of Weld Metal . The effective area of groove and fillet welds ...
International Conference of Building Officials. ( d ) Welds . Except as modified by Section 2704 , weld stresses shall comply with Table No. 27 - B . ( e ) Effective Areas of Weld Metal . The effective area of groove and fillet welds ...
Page 466
... welds connecting flange to web , or cover plate to flange , shall be proportioned to resist the total horizontal shear resulting from the bending forces on the girder . The longitudinal distribution of these rivets , bolts or of ...
... welds connecting flange to web , or cover plate to flange , shall be proportioned to resist the total horizontal shear resulting from the bending forces on the girder . The longitudinal distribution of these rivets , bolts or of ...
Page 483
... Welds Sec . 2714. ( a ) General . Welder qualification requirements , welding proce- dure and welding electrodes for ... Welds . The maximum size fillet welds that may be used along edges of connected parts shall be : 1. Along edges of ...
... Welds Sec . 2714. ( a ) General . Welder qualification requirements , welding proce- dure and welding electrodes for ... Welds . The maximum size fillet welds that may be used along edges of connected parts shall be : 1. Along edges of ...
Contents
0000228 | 19 |
Part Administrative | 25 |
Permits and Inspections | 31 |
Copyright | |
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Common terms and phrases
accordance with Section Allowable Unit Stresses applied approved assembly bars beam bending bolts building official building or structure ceiling Chapter column compression members compressive strength computed concrete dead load Decking diameter distance doors edge exceed exit exterior walls Extreme Fiber factor fire fire-resistive construction flange flexural members foot Formula framing gauge girders grade Group grout gypsum height installed joints joists laminations length less live load located lumber masonry materials maximum minimum modulus of elasticity nails noncombustible occupant load openings panel percent permitted perpendicular plastic plate plywood portland cement pounds per square prestressing protected psi psi ratio resist roof rooms Select Structural shear reinforcement shear strength shear stress sheathing slab space span specified in Section splices square feet square inch stairway steel studs surface Table tensile tensile stress tension tests thickness Type U.B.C. Standard values vertical welds width wire wood wood shingles yield strength