Uniform Building CodePacific Coast Building Officials Conference, 1940 - Building laws |
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Page 171
... panel does not exceed 1.33 . For structures having a width of less than three rows of panels , or in which irregular ... Panel Strips and Principal Design Sections . A flat slab panel shall be considered as consisting of strips in each ...
... panel does not exceed 1.33 . For structures having a width of less than three rows of panels , or in which irregular ... Panel Strips and Principal Design Sections . A flat slab panel shall be considered as consisting of strips in each ...
Page 173
... Panel Inches 0.038 ( 1 -1.44- 44 ) 1 √w + 1 % Slab Thickness beyond Dropped Panel t2 Inches 0.021 + 1 ( 20 ) 0.021 √w + 1 ( 20a ) Slab Thickness through Dropped Panel ti Inches ( Minimum = 1.25 t2 ( Maximum = 1.50 tz ( Minimum = 1.25 ...
... Panel Inches 0.038 ( 1 -1.44- 44 ) 1 √w + 1 % Slab Thickness beyond Dropped Panel t2 Inches 0.021 + 1 ( 20 ) 0.021 √w + 1 ( 20a ) Slab Thickness through Dropped Panel ti Inches ( Minimum = 1.25 t2 ( Maximum = 1.50 tz ( Minimum = 1.25 ...
Page 174
... PANEL OF FLAT SLAB Moments in the strips perpendicular to the discontinuous edge where they differ from an interior panel , are given in the following table . Negative moments in the column strip and middle strip on the line of the ...
... PANEL OF FLAT SLAB Moments in the strips perpendicular to the discontinuous edge where they differ from an interior panel , are given in the following table . Negative moments in the column strip and middle strip on the line of the ...
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Common terms and phrases
A. S. T. M. Designation approved asbestos bars beams bolts brick Building Inspector building or structure ceiling cent Chapter 43 chimney coat Code column compression compression members construction as specified diameter doors Douglas Fir dry standpipes Enclosure exceed exit exterior walls Fire Zone fire-protected flange floor area foot four inches frame girders grade Group I occupancies gypsum horizontal incombustible materials joists least less than one-hour live load located lumber maximum metal lath minimum mortar one-half inch one-hour fire-resistive construction panel partitions permitted pipe plaster plate portland cement pounds per square proscenium protected reinforced concrete rivets roof shear side six inches smoke pipe solid masonry space span specified in Chapter specified in Section square feet square inch stairs stairways standpipes street structural steel stucco studs tests thickness tion total band twelve inches 12 Types of Construction unit stress Vertical Openings width wire wood