Uniform Building Code, Volume 1930Pacific Coast Building Officials Conference, 1930 - Building laws |
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Page 117
... face of the support , and at the point of inflection . For simple beams or at the outer ends of freely supported end spans of continuous beams , the critical section for bond shall be assumed to be at the face of the support . Bent - up ...
... face of the support , and at the point of inflection . For simple beams or at the outer ends of freely supported end spans of continuous beams , the critical section for bond shall be assumed to be at the face of the support . Bent - up ...
Page 118
... face of the support to provide an embedment of ten ( 10 ) or more bar diameters . ( e ) Special anchorage in addition to that required in para- graph ( d ) of this Section shall be provided as specified in this paragraph where increased ...
... face of the support to provide an embedment of ten ( 10 ) or more bar diameters . ( e ) Special anchorage in addition to that required in para- graph ( d ) of this Section shall be provided as specified in this paragraph where increased ...
Page 125
... face of the column , the corresponding outside edge of the footing , and the portions of the two diagonals . The load on the two corner triangles of this trapezoid shall be considered as applied at a distance from the face equal to six ...
... face of the column , the corresponding outside edge of the footing , and the portions of the two diagonals . The load on the two corner triangles of this trapezoid shall be considered as applied at a distance from the face equal to six ...
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