Uniform Building Code, Volume 1930Pacific Coast Building Officials Conference, 1930 - Building laws |
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Page 90
... stresses in hollow walls of brick due to combined live and dead loads , shall not exceed the stresses given in the above table , based upon the effective net cross sectional area of the wall . ( b ) Concrete ――― plain . The maximum ...
... stresses in hollow walls of brick due to combined live and dead loads , shall not exceed the stresses given in the above table , based upon the effective net cross sectional area of the wall . ( b ) Concrete ――― plain . The maximum ...
Page 130
... Stresses : For combined stresses due to wind and other loads , the permissible working stress may be in- creased thirty - three and one - third ( 33-1 / 3 ) per cent , provided the section thus found is not less than that required by ...
... Stresses : For combined stresses due to wind and other loads , the permissible working stress may be in- creased thirty - three and one - third ( 33-1 / 3 ) per cent , provided the section thus found is not less than that required by ...
Page 134
... stresses in such joints exceed the allowable working unit stresses given in the following table : Allowable Unit Working Stresses Tension in weld metal ( butt welds ) . Shear in weld metal ( fillet welds ) . Compression in weld metal ...
... stresses in such joints exceed the allowable working unit stresses given in the following table : Allowable Unit Working Stresses Tension in weld metal ( butt welds ) . Shear in weld metal ( fillet welds ) . Compression in weld metal ...
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