Uniform Building Code, Volume 1930Pacific Coast Building Officials Conference, 1930 - Building laws |
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Page 110
... compression in columns ; and the effective cross - sectional area of metal reinforcement which crosses any of the ... compression surface of beam or slab to center of longitudinal tension reinforcement ; d ' = depth from compression ...
... compression in columns ; and the effective cross - sectional area of metal reinforcement which crosses any of the ... compression surface of beam or slab to center of longitudinal tension reinforcement ; d ' = depth from compression ...
Page 129
... compression member in inches ; and r equals the least radius of gyration of the column or compression member . ( c ) Bending . On extreme fibers of rolled shapes , and built - up sections , net section , if lateral deflection is ...
... compression member in inches ; and r equals the least radius of gyration of the column or compression member . ( c ) Bending . On extreme fibers of rolled shapes , and built - up sections , net section , if lateral deflection is ...
Page 131
... compression member an amount equal to M. K. as given in the following formula , and by then designing the compression member so that the maximum unit stress there- in will not exceed that specified in Section 2702 . M. K. equals A ( Px ...
... compression member an amount equal to M. K. as given in the following formula , and by then designing the compression member so that the maximum unit stress there- in will not exceed that specified in Section 2702 . M. K. equals A ( Px ...
Contents
PART IADMINISTRATIVE | 1 |
Enforcement | 8 |
PART IIIREQUIREMENTS BASED ON OCCUPANCY | 16 |
Copyright | |
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A. S. T. M. Designation allowable asbestos balconies beams brick Building Inspector building or structure cent Chapter 43 chimneys coat Code columns combustible compression compression member construction as specified doors dry standpipes Enclosure of Vertical exceed exterior walls Fire Zone fireproofed floor area floor construction foot frame girders grade Group A buildings Group H gypsum height horizontal inches inches in thickness inches thick incombustible materials joists less than four less than three live load lumber masonry or reinforced masonry walls maximum metal lath mortar occupancy one-half one-hour fire-resistive construction partitions permit plaster Portland cement pounds per square proscenium protected reinforced concrete seats slabs smoke pipe smokeproof tower solid masonry space specified in Chapter specified in Section square feet Stairs and Exits stairways stories street structural steel stucco studs thereof tion twelve 12 twenty 20 Type of Construction Type V buildings ventilation Vertical Openings width wire wood