Uniform Building Code |
From inside the book
Results 1-3 of 76
Page 478
... Connections Sec . 2712. ( a ) Minimum Connections . Connections shall be designed for all tributary forces and shall be capable of supporting not less than six kips . EXCEPTION : Lacing , sag bars and girts may be designed only for ...
... Connections Sec . 2712. ( a ) Minimum Connections . Connections shall be designed for all tributary forces and shall be capable of supporting not less than six kips . EXCEPTION : Lacing , sag bars and girts may be designed only for ...
Page 479
... connections are flexible . Flexible beam connections shall accommodate end rotations of unrestrained ( simple ) beams . To accomplish this , inelastic action in the connection is permitted . ( e ) Restrained Members . Fasteners or welds ...
... connections are flexible . Flexible beam connections shall accommodate end rotations of unrestrained ( simple ) beams . To accomplish this , inelastic action in the connection is permitted . ( e ) Restrained Members . Fasteners or welds ...
Page 481
... 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
008228 | 19 |
Part Administrative | 25 |
Permits and Inspections | 31 |
Copyright | |
108 other sections not shown
Other editions - View all
Common terms and phrases
accordance with Section applied approved bars beam bending bolts building official building or structure ceiling Chapter column compression members computed concrete dead load Decking diameter distance Division 1 Occupancies doors exceed exit exterior walls extreme fiber factor fire-resistive construction fire-resistive rating flange Formula framing gauge girders grade grain Group grout gypsum gypsum plaster height horizontal installed joints joists laminations length less live load located masonry materials maximum minimum modulus of elasticity nails noncombustible occupancy separation occupant load one-hour fire-resistive openings panels permitted perpendicular plastic plywood portland cement pounds per square prestressing protected ratio resist roof rooms Select Structural shear reinforcement shear strength shear stress sheathing side slab smoke detector space span specified in Section splices square feet square inch stairway steel studs surface Table tensile stress tension tests thickness Type U.B.C. Standard units at least values vertical welds width wire wood yield strength