Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 97
... bond stones shall be uni- formly distributed throughout the wall . ( c ) Stresses . The allowable unit working ... bond- ing of units in such masonry shall comply with the require- ments for bonding of hollow unit masonry as specified in ...
... bond stones shall be uni- formly distributed throughout the wall . ( c ) Stresses . The allowable unit working ... bond- ing of units in such masonry shall comply with the require- ments for bonding of hollow unit masonry as specified in ...
Page 142
... Bond Stress in Beams . In flexural members in which the tensile reinforcement is parallel to the compression face , the bond stress at any cross section shall be computed by formula ( 9 ) . и = V Zoid in which V is the shear at that ...
... Bond Stress in Beams . In flexural members in which the tensile reinforcement is parallel to the compression face , the bond stress at any cross section shall be computed by formula ( 9 ) . и = V Zoid in which V is the shear at that ...
Page 143
... bond stress not exceeding 0.04f ' . on plain Bond and bars nor 0.05f ' , on deformed bars . Anchorage ( Cont'd . ) 4. Standard hook , considered as developing 10,000 pounds per square inch , plus embedment sufficient to develop by bond ...
... bond stress not exceeding 0.04f ' . on plain Bond and bars nor 0.05f ' , on deformed bars . Anchorage ( Cont'd . ) 4. Standard hook , considered as developing 10,000 pounds per square inch , plus embedment sufficient to develop by bond ...
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