Uniform Building Code, Volume 1930Pacific Coast Building Officials Conference, 1930 - Building laws |
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Page 85
... strength of any lot of brick shall be determined by the results of tests for that strength require- ment in which it is lowest . Tests of brick shall be in accord- ance with the Tentative Methods of Testing Brick , A. S. T. M. ...
... strength of any lot of brick shall be determined by the results of tests for that strength require- ment in which it is lowest . Tests of brick shall be in accord- ance with the Tentative Methods of Testing Brick , A. S. T. M. ...
Page 105
... strength twenty - five ( 25 ) per cent greater than that shown by plain bars of equivalent cross - sectional area ... strength . To produce concrete of the required strength , the proportion of the mixing water to the cement shall be ac ...
... strength twenty - five ( 25 ) per cent greater than that shown by plain bars of equivalent cross - sectional area ... strength . To produce concrete of the required strength , the proportion of the mixing water to the cement shall be ac ...
Page 141
... strength of the concrete used in the piles , determined by tests as specified in Chapter 26. The maximum allowable load on any pile shall not exceed such working stress multiplied by the average cross sec- tional area of the pile ...
... strength of the concrete used in the piles , determined by tests as specified in Chapter 26. The maximum allowable load on any pile shall not exceed such working stress multiplied by the average cross sec- tional area of the pile ...
Contents
PART IADMINISTRATIVE | 1 |
Enforcement | 8 |
PART IIIREQUIREMENTS BASED ON OCCUPANCY | 16 |
Copyright | |
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Common terms and phrases
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