Uniform Building Code, Volume 1930Pacific Coast Building Officials Conference, 1930 - Building laws |
From inside the book
Results 1-3 of 23
Page 119
... Panel Strips and Principal Design Section . A flat- slab panel shall be considered as consisting of strips as follows : A middle strip one - half panel in width , symmetrical with respect to the panel center line and extending through the ...
... Panel Strips and Principal Design Section . A flat- slab panel shall be considered as consisting of strips as follows : A middle strip one - half panel in width , symmetrical with respect to the panel center line and extending through the ...
Page 120
... Panels . panel shall have a length or diameter in each direction parallel to a side of the panel of not less than one - third the panel length in that direction . ( f ) Thickness of Slabs and Dropped Panels . The total thickness of the ...
... Panels . panel shall have a length or diameter in each direction parallel to a side of the panel of not less than one - third the panel length in that direction . ( f ) Thickness of Slabs and Dropped Panels . The total thickness of the ...
Page 121
... panel as given in the table in paragraph ( d ) of this Section . ( h ) Panels with Marginal Beams . A marginal beam which has a depth greater than the thickness of the dropped panel into which it frames , shall be designed to carry , in ...
... panel as given in the table in paragraph ( d ) of this Section . ( h ) Panels with Marginal Beams . A marginal beam which has a depth greater than the thickness of the dropped panel into which it frames , shall be designed to carry , in ...
Contents
PART IADMINISTRATIVE | 1 |
Enforcement | 8 |
PART IIIREQUIREMENTS BASED ON OCCUPANCY | 16 |
Copyright | |
23 other sections not shown
Other editions - View all
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