Uniform Building CodePacific Coast Building Officials Conference, 1943 - Building laws |
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Page 138
... girders , such girders shall be anchored to the walls so as to furnish resistance as required by the design loads and stresses . Sec . 2519. Header joists over six feet ( 6 ' ) long and tail joists over twelve feet ( 12 ′ ) long shall ...
... girders , such girders shall be anchored to the walls so as to furnish resistance as required by the design loads and stresses . Sec . 2519. Header joists over six feet ( 6 ' ) long and tail joists over twelve feet ( 12 ′ ) long shall ...
Page 151
... girders , splices of reinforcement shall not be made at points of maximum stress without the approval of the ... girders , or slabs supported thereon . Haunches and column capitals shall be considered as part of , and to act continuous ...
... girders , splices of reinforcement shall not be made at points of maximum stress without the approval of the ... girders , or slabs supported thereon . Haunches and column capitals shall be considered as part of , and to act continuous ...
Page 188
... Girders . Riveted plate girders , cover - plated beams , and rolled beams shall in general be propor- tioned by the moment of inertia of the gross section . No deduc- tion shall be made for standard shop or field rivet holes in either ...
... Girders . Riveted plate girders , cover - plated beams , and rolled beams shall in general be propor- tioned by the moment of inertia of the gross section . No deduc- tion shall be made for standard shop or field rivet holes in either ...
Contents
Part IAdministrative | 33 |
Enforcement | 40 |
Part IIIRequirements Based on Occupancy | 51 |
1 other sections not shown
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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