Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 141
... Tension of bend until the maximum allowable shearing unit stress is ( Cont'd . ) reached . ( See Section 2613 ) . The shearing unit stress permitted when special arrange- ments of bars are employed shall be that determined by making ...
... Tension of bend until the maximum allowable shearing unit stress is ( Cont'd . ) reached . ( See Section 2613 ) . The shearing unit stress permitted when special arrange- ments of bars are employed shall be that determined by making ...
Page 172
... tension or compression members which are carried on rivets , shall have such stresses developed by the shearing and bearing values of the rivets or bolts . Sec . 2710. Fusion welding may be used ( in place of riveting or bolting ) for ...
... tension or compression members which are carried on rivets , shall have such stresses developed by the shearing and bearing values of the rivets or bolts . Sec . 2710. Fusion welding may be used ( in place of riveting or bolting ) for ...
Page 302
... tension Fire - protection of ( see TYPES OF CONSTRUCTION ) . Flat slab - design and construction .. Flat slab - shear in Footings - anchorage for steel Footings - design of Footings - shear in Forms Joists - precast Load tests Materials ...
... tension Fire - protection of ( see TYPES OF CONSTRUCTION ) . Flat slab - design and construction .. Flat slab - shear in Footings - anchorage for steel Footings - design of Footings - shear in Forms Joists - precast Load tests Materials ...
Contents
Page | 11 |
Part IAdministrative | 19 |
Part IIDefinitions and Abbreviations | 29 |
Copyright | |
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adjacent property lines approved bars beams bending bolts Building Official building or structure ceiling cent Chimneys Code combustible material compression members compressive strength conform dead load designed diameter dry standpipes enclosures exceed exit exterior walls fire doors Fire Zone fire-protected flange foot frame furnace girders grade Group gypsum height horizontal incombustible installed interior joints joists least length less than one-hour live load located lumber metal minimum mortar Occupancy Separation one-half inch one-hour fire-resistive construction partitions permit pipe plaster portland cement pounds per square proscenium protected reinforced concrete resistance rivets shear side six inches smoke pipe space span specified in Chapter specified in Section square feet square inch stairway structural steel studs Table tensile stress tests thickness tile tion total band twelve inches 12 twenty feet 20 Type V buildings TYPES OF CONSTRUCTION unit stress vent Ventilation vertical openings width wood