Uniform Building Code, Volume 1930Pacific Coast Building Officials Conference, 1930 - Building laws |
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Page 110
... length of column ( see paragraph ( b ) Sec- tion 2621 ) ; I = moment of inertia of a section about the neutral axis ... length of beam or slab ( see paragraph ( b ) Section 2614 ) ; l = span length of flat - slab , center to center of ...
... length of column ( see paragraph ( b ) Sec- tion 2621 ) ; I = moment of inertia of a section about the neutral axis ... length of beam or slab ( see paragraph ( b ) Section 2614 ) ; l = span length of flat - slab , center to center of ...
Page 113
... Length . The span length of freely supported beams and slabs shall be the clear span plus the depth of beam or slab but shall not exceed the distance between centers of the supports . The span length for continuous or restrained beams ...
... Length . The span length of freely supported beams and slabs shall be the clear span plus the depth of beam or slab but shall not exceed the distance between centers of the supports . The span length for continuous or restrained beams ...
Page 117
... length of bar shall be added beyond the theoretical point of zero moment to provide for the development of the excess in bond stress of that specified in paragraph ( b ) of this Section . The length x to be added for this purpose is ...
... length of bar shall be added beyond the theoretical point of zero moment to provide for the development of the excess in bond stress of that specified in paragraph ( b ) of this Section . The length x to be added for this purpose is ...
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