Uniform Building Code, Volume 1930Pacific Coast Building Officials Conference, 1930 - Building laws |
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Page 80
... designed for live loads less than those specified in the following sections . Impact shall be considered in the design of any structure where impact loads occur . ( See appendix for impact consider- ations . ) ( b ) Design . Any system ...
... designed for live loads less than those specified in the following sections . Impact shall be considered in the design of any structure where impact loads occur . ( See appendix for impact consider- ations . ) ( b ) Design . Any system ...
Page 121
... designed . Slabs supported by marginal beams on opposite edges shall be designed as freely supported slabs for the entire load . Column strips adjacent to and parallel with marginal beams having a depth less than the thickness of the ...
... designed . Slabs supported by marginal beams on opposite edges shall be designed as freely supported slabs for the entire load . Column strips adjacent to and parallel with marginal beams having a depth less than the thickness of the ...
Page 136
... designed and considered as carrying horizontal forces to such parts of the frame as are designed to carry these horizontal forces to the foundation . ( c ) Stresses in steel joists shall not exceed those specified in Section 2702 and no ...
... designed and considered as carrying horizontal forces to such parts of the frame as are designed to carry these horizontal forces to the foundation . ( c ) Stresses in steel joists shall not exceed those specified in Section 2702 and no ...
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