Uniform Building CodePacific Coast Building Officials Conference, 1940 - Building laws |
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Page 140
... 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 154
... girders , or slabs supported thereon . Haunches and column capitals shall be considered as part of , and to act continuous with , the floor . Construction joints in floors shall be located near the middle spans of slabs , beams or girders ...
... girders , or slabs supported thereon . Haunches and column capitals shall be considered as part of , and to act continuous with , the floor . Construction joints in floors shall be located near the middle spans of slabs , beams or girders ...
Page 190
... 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 ...
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Common terms and phrases
A. S. T. M. Designation approved asbestos bars beams bolts brick Building Inspector building or structure ceiling cent Chapter 43 chimney coat Code column compression compression members construction as specified diameter doors Douglas Fir dry standpipes Enclosure exceed exit exterior walls Fire Zone fire-protected flange floor area foot four inches frame girders grade Group I occupancies gypsum horizontal incombustible materials joists least less than one-hour live load located lumber maximum metal lath minimum mortar one-half inch one-hour fire-resistive construction panel partitions permitted pipe plaster plate portland cement pounds per square proscenium protected reinforced concrete rivets roof shear side six inches smoke pipe solid masonry space span specified in Chapter specified in Section square feet square inch stairs stairways standpipes street structural steel stucco studs tests thickness tion total band twelve inches 12 Types of Construction unit stress Vertical Openings width wire wood