Uniform Building CodePacific Coast Building Officials Conference, 1940 - Building laws |
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Page 172
... strips are resisted by the bands located within the strips , each band being .51 , in width . In the four - way system , it shall be assumed that the col- umn strip positive moment is resisted by the direct band ; that the column strip ...
... strips are resisted by the bands located within the strips , each band being .51 , in width . In the four - way system , it shall be assumed that the col- umn strip positive moment is resisted by the direct band ; that the column strip ...
Page 173
... Strip , Negative Moment -Mc ft . lb. 0.50M . 0.0325 WI Column Strip , Positive Moment + Mc ft . lb. 0.20M . 0.0130 WI Middle Strip , Negative Moment -Mm ft . lb. 0.15M . 0.00975 WI Middle Strip , Positive Moment + Mm ft . lb. 0.15M ...
... Strip , Negative Moment -Mc ft . lb. 0.50M . 0.0325 WI Column Strip , Positive Moment + Mc ft . lb. 0.20M . 0.0130 WI Middle Strip , Negative Moment -Mm ft . lb. 0.15M . 0.00975 WI Middle Strip , Positive Moment + Mm ft . lb. 0.15M ...
Page 174
... strip on the line of the first interior columns are the same as for an interior panel . Moments in the strips ... Strip Negative Moment at discontinuous edge -Me ft . lb. 0.45M . 0.029 WI Column Strip Positive Moment + Mc ft . lb. 0.25M ...
... strip on the line of the first interior columns are the same as for an interior panel . Moments in the strips ... Strip Negative Moment at discontinuous edge -Me ft . lb. 0.45M . 0.029 WI Column Strip Positive Moment + Mc ft . lb. 0.25M ...
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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