Uniform Building CodePacific Coast Building Officials Conference, 1943 - Building laws |
From inside the book
Results 1-3 of 11
Page 163
... strip one foot wide carrying the maximum load , the total load for the length of span A shall be Total Load = from raw ( 3еA - to raw ( 4 - TAWA , considered uniformly varying in intensity 2 ) at the center of the span .. 3e ) at the ...
... strip one foot wide carrying the maximum load , the total load for the length of span A shall be Total Load = from raw ( 3еA - to raw ( 4 - TAWA , considered uniformly varying in intensity 2 ) at the center of the span .. 3e ) at the ...
Page 169
... strips are resisted by the bands located within the strips , each band being .5 , 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 .5 , 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 ) Length of straight bars ( not less than .4 of total band steel ) Length of bent bars ( not less than .4 total band steel ) Length of additional straight bars over column head ( if re- quired ) With Drop General Case Without Drop ...
... STRIP ) Length of straight bars ( not less than .4 of total band steel ) Length of bent bars ( not less than .4 total band steel ) Length of additional straight bars over column head ( if re- quired ) With Drop General Case Without Drop ...
Contents
Part IAdministrative | 33 |
Enforcement | 40 |
Part IIIRequirements Based on Occupancy | 51 |
1 other sections not shown
Other editions - View all
Common terms and phrases
allowable unit approved asbestos bars beams bending bolts Building Inspector building or structure ceiling cent chimneys clay coat Code compression compression members compressive strength conform Cont'd designed diameter doors Douglas Fir dry standpipes Enclosure of Vertical exceed exit exterior walls Fire Zone fire-protected flange flat slab foot frame girders grade Group gypsum height Hollow horizontal incombustible materials joints joists least length less than one-hour live load located lumber masonry metal minimum mortar non-bearing Occupancy Separation one-half inch one-hour fire-resistive construction panel partitions permit piles pipe plaster plate portland cement pounds per square proscenium protected reinforced concrete rivets shear side six inches smoke pipe space span specified in Chapter specified in Section square feet square inch stair stairways Standard Specifications storage strength structural steel studs tensile stress thickness tile tion total band TYPES OF CONSTRUCTION unit stress vent Ventilation Vertical Openings width wood