Uniform Building CodePacific Coast Building Officials Conference, 1949 - Building laws |
From inside the book
Results 1-3 of 27
Page 131
... 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
... bar diameters . Where extension of the reinforcement into the support a distance of 10 or more bar diameters is impracti- cable , the bars shall be extended as far as possible into the support and terminate in standard hooks or other ...
... bar diameters . Where extension of the reinforcement into the support a distance of 10 or more bar diameters is impracti- cable , the bars shall be extended as far as possible into the support and terminate in standard hooks or other ...
Page 144
... bars are perpendicular to the longitudinal reinforcement . Longitudinal bars bent to act as web reinforcement shall , in a region of tension , be continuous with the longitudinal reinforcement . The tensile stress in each bar shall be ...
... bars are perpendicular to the longitudinal reinforcement . Longitudinal bars bent to act as web reinforcement shall , in a region of tension , be continuous with the longitudinal reinforcement . The tensile stress in each bar shall be ...
Contents
Part IAdministrative | 19 |
CHAPTER 3 | 25 |
Part IIIRequirements Based on Occupancy | 35 |
Copyright | |
33 other sections not shown
Other editions - View all
Common terms and phrases
allowable unit approved bars beams bolt Bolted Joints Building Official building or structure ceiling cent Chimneys Code columns combustible compression compression members compressive strength conform Cont'd designed diameter Douglas fir dry standpipes enclosures exceed exit exterior walls fire doors Fire Zone fire-protected fire-resistive protection flammable liquids flange floor area foot frame girders grade Group gypsum horizontal incombustible materials installed interior joints joists lath least less than one-hour live load lumber metal minimum mortar Occupancy Separation occupant load one-half inch one-hour fire-resistive construction partitions permitted piles pipe plaster plate portland cement pounds per square proscenium reinforced concrete resistance rivets shafts shear six inches slab space span specified in Chapter specified in Section square feet square inch Stairs stairway standpipes structural steel studs Table tensile stress thickness twenty feet 20 Types of Construction U.B.C. Standard unit stress vent ventilation vertical openings width wire wood