Uniform Building CodeInternational Conference of Building Officials, 1982 - Building laws |
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Page 138
... Connections to permit movement in the plane of the panel for story drift shall be properly designed sliding connections using slotted or oversized holes or may be connections which permit movement by bending of steel or other connections ...
... Connections to permit movement in the plane of the panel for story drift shall be properly designed sliding connections using slotted or oversized holes or may be connections which permit movement by bending of steel or other connections ...
Page 435
... connection . EXCEPTION : Where certain beam - column connections at any level do not comply with the above limitations , the remaining columns and connected flexural members shall comply and , further , shall be capable of resisting the ...
... connection . EXCEPTION : Where certain beam - column connections at any level do not comply with the above limitations , the remaining columns and connected flexural members shall comply and , further , shall be capable of resisting the ...
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 ...
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