Uniform Building CodePacific Coast Building Officials Conference, 1943 - Building laws |
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Page 182
Footings resting directly on soil or on piles shall be proportioned as to soil bearing area or number of piles on the ... For computations of moments and shears , an upward reaction per unit area or per pile shall be based on the total ...
Footings resting directly on soil or on piles shall be proportioned as to soil bearing area or number of piles on the ... For computations of moments and shears , an upward reaction per unit area or per pile shall be based on the total ...
Page 203
Where the upper portion of the creosoted piling is to be Plles exposed and available for inspection the cut - off may ... cut - off piles are treated with three coats of hot creosote and capped with concrete so that no part of the pile ...
Where the upper portion of the creosoted piling is to be Plles exposed and available for inspection the cut - off may ... cut - off piles are treated with three coats of hot creosote and capped with concrete so that no part of the pile ...
Page 205
No wooden pile shall be loaded in excess of 500 pounds per Piles square inch of the right section of the pile at mid - length . ( Cont'd . ) The safe bearing value of a pile may be determined by a load test , upon due notice to the ...
No wooden pile shall be loaded in excess of 500 pounds per Piles square inch of the right section of the pile at mid - length . ( Cont'd . ) The safe bearing value of a pile may be determined by a load test , upon due notice to the ...
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Contents
Part IAdministrative | 33 |
Enforcement | 40 |
Part IIRequirements Based on Occupancy | 51 |
1 other sections not shown
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Common terms and phrases
Allowable applied approved bars base beams bearing bending bolts Building Inspector carry cement cent Chapter chimneys clay coat Code column compression concrete conform connected construction covering Definition designed diameter direction distance doors Enclosure exceed exit extend exterior walls face feet Fire fire-resistive construction floor foot forms foundation four frame girders grade Group gypsum height horizontal inches iron joints joists lath least length less light load located masonry materials maximum metal occupancy one-half one-hour openings panel partitions permit piles pipe placed plaster plate portion pounds protected reinforced reinforced concrete resist rivets roof Separation shear side slab solid space span Special specified specified in Section stair stairways Standard steel story street strength stresses Strip structural studs surface Table tests thickness tile tion unit Ventilation vertical walls width wire wood Zone