Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 101
... shear in beams and other members in flexure shall be computed Shear by use of the following formula : 3 R H = 2 bh WHERE H = maximum unit horizontal shear , pounds per square inch b = breadth of beam , inches h - height of beam , inches ...
... shear in beams and other members in flexure shall be computed Shear by use of the following formula : 3 R H = 2 bh WHERE H = maximum unit horizontal shear , pounds per square inch b = breadth of beam , inches h - height of beam , inches ...
Page 117
... shear blocks shall then be cut from each sample ( an equal number from each glue joint ) and shall be tested at a moisture content of 10 to 12 per cent . The average shear strength value for the glue joints from the three beams shall be ...
... shear blocks shall then be cut from each sample ( an equal number from each glue joint ) and shall be tested at a moisture content of 10 to 12 per cent . The average shear strength value for the glue joints from the three beams shall be ...
Page 141
... 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 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 ...
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