Uniform Building CodePacific Coast Building Officials Conference, 1943 - Building laws |
From inside the book
Results 1-3 of 19
Page 159
... flange on one side only , the effec- tive overhanging flange width shall not exceed one - twelfth of the span length of the beam , nor six times the thickness of the slab , nor one - half the clear distance to the nearest beam . 3 ...
... flange on one side only , the effec- tive overhanging flange width shall not exceed one - twelfth of the span length of the beam , nor six times the thickness of the slab , nor one - half the clear distance to the nearest beam . 3 ...
Page 188
... flange ; ( except that in special cases where the reduction of the area of either flange by such rivet holes , calculated in ac- cordance with the provisions of Section 2707 , exceeds 15 per cent of the gross flange area , the excess ...
... flange ; ( except that in special cases where the reduction of the area of either flange by such rivet holes , calculated in ac- cordance with the provisions of Section 2707 , exceeds 15 per cent of the gross flange area , the excess ...
Page 189
... Flanges to Web . Rivets connecting the flanges to the web shall be proportioned to resist the hori- zontal shear due to bending as well as any loads applied directly to the flange . ( g ) Plate Girder Flanges . Cover plates of girders ...
... Flanges to Web . Rivets connecting the flanges to the web shall be proportioned to resist the hori- zontal shear due to bending as well as any loads applied directly to the flange . ( g ) Plate Girder Flanges . Cover plates of girders ...
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