Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 127
... bar . Bends for other bars , except hooks , shall be made around a pin having a diameter not less than six times the minimum thickness of the bar , except that for bars larger than one inch , the pin shall be not less than eight times ...
... bar . Bends for other bars , except hooks , shall be made around a pin having a diameter not less than six times the minimum thickness of the bar , except that for bars larger than one inch , the pin shall be not less than eight times ...
Page 143
... 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 the remainder of the stress to which the bar is ...
... 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 the remainder of the stress to which the bar is ...
Page 149
... BARS AND POINTS OF BEND With Drop Without Drop General Case C .2251 General Case C .2251 TWO - WAY FLAT SLAB ( COLUMN STRIP ) Length of straight bars ( not less than 4 of total band steel ) Length of bent bars ( not less than 4 total ...
... BARS AND POINTS OF BEND With Drop Without Drop General Case C .2251 General Case C .2251 TWO - WAY FLAT SLAB ( COLUMN STRIP ) Length of straight bars ( not less than 4 of total band steel ) Length of bent bars ( not less than 4 total ...
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