Uniform Building CodePacific Coast Building Officials Conference, 1949 - Building laws |
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Page 132
... girders , splices of reinforcement shall not be made at points of maximum stress without the approval of the Build- ing Official . Splices , where permitted , shall provide sufficient lap to transfer the stress between bars by bond and ...
... girders , splices of reinforcement shall not be made at points of maximum stress without the approval of the Build- ing Official . Splices , where permitted , shall provide sufficient lap to transfer the stress between bars by bond and ...
Page 163
... Girder Webs . Plate girder webs shall have a thickness of not less than 1/170 of the unsupported distance between flanges . ( c ) Web Splices in Plate Girders . Web splices in plate girders shall be proportioned to transmit the full ...
... Girder Webs . Plate girder webs shall have a thickness of not less than 1/170 of the unsupported distance between flanges . ( c ) Web Splices in Plate Girders . Web splices in plate girders shall be proportioned to transmit the full ...
Page 164
... Girders . Crane runway girders shall be proportioned to resist any lateral forces produced by loads carried by them . These lateral forces shall in no case be less than 20 per cent of the maximum wheel loads . ( f ) Flange Connections ...
... Girders . Crane runway girders shall be proportioned to resist any lateral forces produced by loads carried by them . These lateral forces shall in no case be less than 20 per cent of the maximum wheel loads . ( f ) Flange Connections ...
Contents
Part IAdministrative | 19 |
CHAPTER 3 | 25 |
Part IIIRequirements Based on Occupancy | 35 |
Copyright | |
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allowable angles applied approved bars beams bearing bending bolts bond building Building Official carried ceiling cement cent Class Code column compression concrete conform connections construction Cont'd covering designed determined diameter distance doors enclosures equal exceed exit extend face feet fire fire-resistive flange floor foot four framing girders grade grain Group gypsum height horizontal inches incombustible installed interior joints joists lath least length less load located masonry materials maximum metal nails occupancies one-half openings partitions permitted piles pipe placed plaster plate portion pounds per square protected reinforcement resistance rivets roof separated shear side slab solid space span specified specified in Section square feet square inch stairway steel story strength structural studs Subsection surface Table tests thickness Type U.B.C. Standard unit unit stress values vent vertical walls width wire wood