Uniform Building CodePacific Coast Building Officials Conference, 1943 - Building laws |
From inside the book
Results 1-3 of 33
Page 188
... Plate Girder Webs . Plate girder webs shall have a thickness of not less than 1/170 of the unsupported distance between flanges . ( c ) Web Splices in Plate Girders . Web splices in plate gird- ers shall be proportioned to transmit the ...
... Plate Girder Webs . Plate girder webs shall have a thickness of not less than 1/170 of the unsupported distance between flanges . ( c ) Web Splices in Plate Girders . Web splices in plate gird- ers shall be proportioned to transmit the ...
Page 189
... Plate Girder Flanges . Cover plates of girders shall ex- tend not more than six inches ( 6 ′′ ) nor more than 12 times the thickness of the thinnest plate beyond the outer row of rivets connecting them to the angles . When no cover plates ...
... Plate Girder Flanges . Cover plates of girders shall ex- tend not more than six inches ( 6 ′′ ) nor more than 12 times the thickness of the thinnest plate beyond the outer row of rivets connecting them to the angles . When no cover plates ...
Page 198
... plate on the upper story . Such cap plate or sill plate shall be of sufficient strength to distribute adequately the loads from the upper story studs to the lower story studs . All horizontal or diagonal ties or bracing in exterior ...
... plate on the upper story . Such cap plate or sill plate shall be of sufficient strength to distribute adequately the loads from the upper story studs to the lower story studs . All horizontal or diagonal ties or bracing in exterior ...
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