Uniform Building CodePacific Coast Building Officials Conference, 1940 - Building laws |
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Page 177
... distance between floor slabs . Exceptions : 1 : In flat slab construction , it shall be the clear distance between the floor and the lower extremity of the capital . 2. In beam and slab construction , it shall be the clear distance ...
... distance between floor slabs . Exceptions : 1 : In flat slab construction , it shall be the clear distance between the floor and the lower extremity of the capital . 2. In beam and slab construction , it shall be the clear distance ...
Page 195
... distance between centers of rivet holes shall be three diameters of the rivet ; put the distance shall be not less than shown in Table No. II of this Chapter . The maximum pitch in the line of stress of compression members composed of ...
... distance between centers of rivet holes shall be three diameters of the rivet ; put the distance shall be not less than shown in Table No. II of this Chapter . The maximum pitch in the line of stress of compression members composed of ...
Page 197
... distance between the lines of rivets connecting them to the flanges , and intermediate ones of not less than one - half of this distance . The thickness of tie plates shall be not less than one - fiftieth of the distance be- tween the ...
... distance between the lines of rivets connecting them to the flanges , and intermediate ones of not less than one - half of this distance . The thickness of tie plates shall be not less than one - fiftieth of the distance be- tween the ...
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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