Uniform Building CodePacific Coast Building Officials Conference, 1940 - Building laws |
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Page 158
... c = f'e = n = 30000 2000 p . s . i . 2500 p . s . i . 3000 p . s . i . f'e = 3750 p . s . i . I ' n = 15 n = 12 n 10 ... less than the full area shall be interpolated between the values given . structures shall be based on the ultimate ...
... c = f'e = n = 30000 2000 p . s . i . 2500 p . s . i . 3000 p . s . i . f'e = 3750 p . s . i . I ' n = 15 n = 12 n 10 ... less than the full area shall be interpolated between the values given . structures shall be based on the ultimate ...
Page 183
... ( n - 1 ) Pg ( 29 ) e eccentricity of resultant load , measured from the gravity axis . c distance from gravity axis to extreme fiber in com- pression . R = radius of gyration of equivalent concrete section . n ... less than one - half the over ...
... ( n - 1 ) Pg ( 29 ) e eccentricity of resultant load , measured from the gravity axis . c distance from gravity axis to extreme fiber in com- pression . R = radius of gyration of equivalent concrete section . n ... less than one - half the over ...
Page 184
... c + fs Pg fa = 1+ ( n − 1 ) Pg ( 31 ) for spiral columns , and 0.8 of this value for tied columns . In general C ... less than six inches ( 6 " ) for footings on soil , nor less than twelve inches ( 12 " ) for footings on piles . Sloped ...
... c + fs Pg fa = 1+ ( n − 1 ) Pg ( 31 ) for spiral columns , and 0.8 of this value for tied columns . In general C ... less than six inches ( 6 " ) for footings on soil , nor less than twelve inches ( 12 " ) for footings on piles . Sloped ...
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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