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Page 470
( e ) Effective Areas of Weld Metal . The effective area of groove and fillet welds shall be considered as the effective length of the weld times the effective throat thickness . The effective shearing area of plug and slot welds shall ...
( e ) Effective Areas of Weld Metal . The effective area of groove and fillet welds shall be considered as the effective length of the weld times the effective throat thickness . The effective shearing area of plug and slot welds shall ...
Page 492
Welds Sec . 2714. ( a ) General . Welder qualification requirements , welding procedure and welding electrodes for other than sheet steel shall conform to U.B.C. Standard No. 27-6 . Welder qualification requirements , welding procedure ...
Welds Sec . 2714. ( a ) General . Welder qualification requirements , welding procedure and welding electrodes for other than sheet steel shall conform to U.B.C. Standard No. 27-6 . Welder qualification requirements , welding procedure ...
Page 493
The effective length of any segment of intermittent fillet welding shall be not less than four times the weld size with a ... Side or end fillet welds terminating at ends or sides , respectively , of parts or members shall , wherever ...
The effective length of any segment of intermittent fillet welding shall be not less than four times the weld size with a ... Side or end fillet welds terminating at ends or sides , respectively , of parts or members shall , wherever ...
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Contents
Part Definitions and Abbreviations | 17 |
Fireresistive Substitution | 33 |
Pedestrian Walkways | 34 |
Copyright | |
119 other sections not shown
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Common terms and phrases
accordance additional allowable applied approved axial bars beam bearing bending building official Chapter column combination comply compression compressive stress computed concrete conform connections considered construction continuous covered Decking determined direction distance Division edge effective elasticity elements equipment exceed EXCEPTION exit exterior walls face factor feet fiber fire fire-resistive flexural floor foot forces Formula framing grade grain greater Group height horizontal hour inches increased inspection installed joints lateral least length less limited live load located masonry materials maximum modulus nails Occupancies one-hour openings panel parallel percent permitted placed portion protected ratio reinforcement resist roof rooms Section Select Structural separation shear side slab space span specified square steel storage story strength stress Structural Stud surface Table tension thickness Type U.B.C. Standard unit values vertical walls welds wide width wood