Uniform Building Code, Volume 1930Pacific Coast Building Officials Conference, 1930 - Building laws |
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Page 58
... carry the horizontal forces to such parts of the structural frame as are designed to carry the horizontal forces to the foundations . The entire structural frame and each member which is a part of such frame shall be so designed and ...
... carry the horizontal forces to such parts of the structural frame as are designed to carry the horizontal forces to the foundations . The entire structural frame and each member which is a part of such frame shall be so designed and ...
Page 82
... carried by col- umns the following reductions shall be permitted , the reduc- tions being based on the assumed live loads applied to the entire tributary floor area : Allowable Reductions for Warehouses and Storage Buildings Carrying ...
... carried by col- umns the following reductions shall be permitted , the reduc- tions being based on the assumed live loads applied to the entire tributary floor area : Allowable Reductions for Warehouses and Storage Buildings Carrying ...
Page 136
... 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 joist under its calculated ...
... 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 joist under its calculated ...
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