Uniform Building CodeInternational Conference of Building Officials, 1988 - Building laws |
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Page 155
... Connections . Connections which resist seismic forces shall be designed and detailed on the drawings . D. Deformation compatibility . ( i ) All framing elements not required by design to be part of the lateral force- resisting system ...
... Connections . Connections which resist seismic forces shall be designed and detailed on the drawings . D. Deformation compatibility . ( i ) All framing elements not required by design to be part of the lateral force- resisting system ...
Page 449
... connection shall develop in tension or compression , as required , at least 125 percent of specified yield strength f , of the bar . E. Welded splices and mechanical connections not meeting requirements of Section 2612 ( 0 ) 3 C or D ...
... connection shall develop in tension or compression , as required , at least 125 percent of specified yield strength f , of the bar . E. Welded splices and mechanical connections not meeting requirements of Section 2612 ( 0 ) 3 C or D ...
Page 552
... connections shall not be consid- ered as sharing the stress in combination with welds . Welds , if used , shall be provided to carry the entire stress in the connection . High - strength bolts installed in accordance with the provisions ...
... connections shall not be consid- ered as sharing the stress in combination with welds . Welds , if used , shall be provided to carry the entire stress in the connection . High - strength bolts installed in accordance with the provisions ...
Contents
Organization and Enforcement | 5 |
Part IIDefinitions and Abbreviations | 20 |
Requirements for Group A Occupancies | 50 |
Copyright | |
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accordance with Section applied approved axial load bars beam bending bolts building official Chapter column compression members compressive strength compressive stress concrete conform corridor dead load Decking diameter diaphragm Division doors edge exceed exit exterior walls factor fire fire-resistive rating flange floor forces Formula framing gauge girders grade Group grout gypsum height installed joints joists lath length less live load located masonry materials maximum metal minimum modulus of elasticity nails noncombustible occupant load openings panel particleboard percent permitted perpendicular plaster plywood portland cement pounds per square prestressed protected ratio requirements of Section resist roof rooms Select Structural shear reinforcement shear strength shear stress shear walls sheathing slab smoke detector space span specified in Section splices square feet square inches stairway steel studs surface Table tensile tension thickness Type U.B.C. Standard values vertical wallboard welds width wire wood yield strength