Uniform Building CodePacific Coast Building Officials Conference, 1940 - Building laws |
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Page 174
... column strip and middle strip on the line of the first interior columns are the same as for an interior panel . Moments in the strips parallel to the discontinuous edge are the same as for an interior panel . Symbol Units General Case ...
... column strip and middle strip on the line of the first interior columns are the same as for an interior panel . Moments in the strips parallel to the discontinuous edge are the same as for an interior panel . Symbol Units General Case ...
Page 176
... ( COLUMN STRIP ) With Drop Without Drop General Case C = .2251 General Case c .2251 Length of straight bars ( not less ... column head ( if re- quired ) .5 + .6c .6351 .441 + .66c .591 Point of top bend in bent bars ( from column center ) ...
... ( COLUMN STRIP ) With Drop Without Drop General Case C = .2251 General Case c .2251 Length of straight bars ( not less ... column head ( if re- quired ) .5 + .6c .6351 .441 + .66c .591 Point of top bend in bent bars ( from column center ) ...
Page 181
... column , the minimum clearance may be reduced to two inches ( 2 ′′ ) . 3. Splices and Connections of Metal Cores - Metal cores in composite columns shall be accurately milled at splices and positive provision shall be made for alignment ...
... column , the minimum clearance may be reduced to two inches ( 2 ′′ ) . 3. Splices and Connections of Metal Cores - Metal cores in composite columns shall be accurately milled at splices and positive provision shall be made for alignment ...
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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