Uniform Building CodePacific Coast Building Officials Conference, 1949 - Building laws |
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Page 112
... diameter . In no case shall the bolt bearing capacity of any member be exceeded . Spacing center - to - center between rows of bolts for loads perpendicular to grain shall be not less than two and one- half times the bolt diameter for ...
... diameter . In no case shall the bolt bearing capacity of any member be exceeded . Spacing center - to - center between rows of bolts for loads perpendicular to grain shall be not less than two and one- half times the bolt diameter for ...
Page 148
... diameter of one - fourth inch ( 4 " ) for rolled bars or No. 4 W. & M . gauge for drawn wire . Anchorage of spiral reinforcement shall be provided by one and one - half extra turns of spiral rod or wire at each end of the spiral unit ...
... diameter of one - fourth inch ( 4 " ) for rolled bars or No. 4 W. & M . gauge for drawn wire . Anchorage of spiral reinforcement shall be provided by one and one - half extra turns of spiral rod or wire at each end of the spiral unit ...
Page 181
... Diameter . The diameter of ties and spirals shall be as follows : For piles having a diameter of sixteen inches ( 16 " ) or less , wire shall not be smaller than No. 5 gauge . For piles having a diameter of more than sixteen inches ( 16 ...
... Diameter . The diameter of ties and spirals shall be as follows : For piles having a diameter of sixteen inches ( 16 " ) or less , wire shall not be smaller than No. 5 gauge . For piles having a diameter of more than sixteen inches ( 16 ...
Contents
Part IAdministrative | 19 |
CHAPTER 3 | 25 |
Part IIIRequirements Based on Occupancy | 35 |
Copyright | |
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allowable angles applied approved bars beams bearing bending bolts bond building Building Official carried ceiling cement cent Class Code column compression concrete conform connections construction Cont'd covering designed determined diameter distance doors enclosures equal exceed exit extend face feet fire fire-resistive flange floor foot four framing girders grade grain Group gypsum height horizontal inches incombustible installed interior joints joists lath least length less load located masonry materials maximum metal nails occupancies one-half openings partitions permitted piles pipe placed plaster plate portion pounds per square protected reinforcement resistance rivets roof separated shear side slab solid space span specified specified in Section square feet square inch stairway steel story strength structural studs Subsection surface Table tests thickness Type U.B.C. Standard unit unit stress values vent vertical walls width wire wood