Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 127
Bends for stirrups and ties shall be made around a pin having a diameter not less
than two times the minimum thickness of the bar . Bends for other bars , except
hooks , shall be made around a pin having a diameter not less than six times the
...
Bends for stirrups and ties shall be made around a pin having a diameter not less
than two times the minimum thickness of the bar . Bends for other bars , except
hooks , shall be made around a pin having a diameter not less than six times the
...
Page 129
ation , are of uncoated iron or steel not thinner than standard wrought - iron pipe ,
have a nominal inside diameter not over two inches , and are spaced not less
than three diameters on centers . Embedded pipes or conduits other than those ...
ation , are of uncoated iron or steel not thinner than standard wrought - iron pipe ,
have a nominal inside diameter not over two inches , and are spaced not less
than three diameters on centers . Embedded pipes or conduits other than those ...
Page 181
The length of such piles shall be limited to not more than 30 times the average
diameter . Concrete piles cast in place in steel shells shall have permanent shells
driven for their full length in contact with the surrounding soil and left permanently
...
The length of such piles shall be limited to not more than 30 times the average
diameter . Concrete piles cast in place in steel shells shall have permanent shells
driven for their full length in contact with the surrounding soil and left permanently
...
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Contents
Page | 11 |
FireProtection of Structural Members 2210 Floor Construction | 12 |
Special Hazards | 13 |
Copyright | |
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adjacent allowable applied approved bars beams bearing bending bolts Building Official building or structure carry ceiling cement cent Chapter Class coat Code column compression concrete conform connections construction covering Definition designed diameter direction distance doors edge enclosures exceed exit extend exterior walls face feet fire fire-resistive construction floor foot foundation four frame grade Group gypsum height horizontal inches installed interior joints joists lath least length less load located masonry materials metal occupancy one-half openings panel partitions permit piles pipe placed plaster plate portion pounds protected reinforcement resistance rivets roof Separation shear side slab solid space span Special specified specified in Section square inch Standard steel story strength stress strip structural surface Table tests thickness tion Type unit values vent Ventilation vertical walls width wire wood