Uniform Building CodePacific Coast Building Officials Conference, 1940 - Building laws |
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Page 184
... piles shall be proportioned as to soil bearing area or number of piles on the basis of the total column load plus the weight of the footing itself . For computations of moments and shears , an upward reaction per unit area or per pile ...
... piles shall be proportioned as to soil bearing area or number of piles on the basis of the total column load plus the weight of the footing itself . For computations of moments and shears , an upward reaction per unit area or per pile ...
Page 206
... piles shall be in conformity with the requirements of Section 2803 ( e ) . ( d ) Steel Piles . Rolled structural steel piles shall comply with the requirements for structural steel as specified in Chapter 27. The minimum thickness of ...
... piles shall be in conformity with the requirements of Section 2803 ( e ) . ( d ) Steel Piles . Rolled structural steel piles shall comply with the requirements for structural steel as specified in Chapter 27. The minimum thickness of ...
Page 207
... pile by an efficiency factor as determined by the following formula : ( n - 1 ) m + ( m - 1 ) n Efficiency = 1—0 90 mn n = number of piles in a row m = number of rows d = diameter of pile s = center to center spacing of piles Tand / s ...
... pile by an efficiency factor as determined by the following formula : ( n - 1 ) m + ( m - 1 ) n Efficiency = 1—0 90 mn n = number of piles in a row m = number of rows d = diameter of pile s = center to center spacing of piles Tand / s ...
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Common terms and phrases
A. S. T. M. Designation approved asbestos bars beams bolts brick Building Inspector building or structure ceiling cent Chapter 43 chimney coat Code column compression compression members construction as specified diameter doors Douglas Fir dry standpipes Enclosure exceed exit exterior walls Fire Zone fire-protected flange floor area foot four inches frame girders grade Group I occupancies gypsum horizontal incombustible materials joists least less than one-hour live load located lumber maximum metal lath minimum mortar one-half inch one-hour fire-resistive construction panel partitions permitted pipe plaster plate portland cement pounds per square proscenium protected reinforced concrete rivets roof shear side six inches smoke pipe solid masonry space span specified in Chapter specified in Section square feet square inch stairs stairways standpipes street structural steel stucco studs tests thickness tion total band twelve inches 12 Types of Construction unit stress Vertical Openings width wire wood