Uniform Building CodePacific Coast Building Officials Conference, 1943 - Building laws |
From inside the book
Results 1-3 of 60
Page 173
... ( COLUMN 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 ...
... ( COLUMN 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 ...
Page 178
... 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 ...
Page 183
... column or pedestal , the face of the column shall be taken as the side of a square of an area equal to the area enclosed within the perimeter of the column or pedestal . ( d ) Shearing and Bond Stresses . The critical section for ...
... column or pedestal , the face of the column shall be taken as the side of a square of an area equal to the area enclosed within the perimeter of the column or pedestal . ( d ) Shearing and Bond Stresses . The critical section for ...
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