Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 116
... shear resistance of at least five times the allowable shear stress in the wood . None of the samples shall show evidence of delamination after the submersion test . ( d ) Tests for Type II Glue . Three 116 Sections 2524-2527 UNIFORM ...
... shear resistance of at least five times the allowable shear stress in the wood . None of the samples shall show evidence of delamination after the submersion test . ( d ) Tests for Type II Glue . Three 116 Sections 2524-2527 UNIFORM ...
Page 131
... stress per unit of surface area of bar . Shearing unit stress . Unit shearing stress permitted on the concrete of the web . Total shear . Excess of the total shear over that permitted on the concrete . Uniformly distributed load per ...
... stress per unit of surface area of bar . Shearing unit stress . Unit shearing stress permitted on the concrete of the web . Total shear . Excess of the total shear over that permitted on the concrete . Uniformly distributed load per ...
Page 141
... stress shall not exceed Shear and 0.060ƒ ' .. This shearing unit stress may be increased at the rate Diagonal of 0.01f , for each increase of four bar diameters in the radius Tension of bend until the maximum allowable shearing unit ...
... stress shall not exceed Shear and 0.060ƒ ' .. This shearing unit stress may be increased at the rate Diagonal of 0.01f , for each increase of four bar diameters in the radius Tension of bend until the maximum allowable shearing unit ...
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