Uniform Building CodePacific Coast Building Officials Conference, 1940 - Building laws |
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Page 190
... 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 191
... Plates . Cover plates of all girders shall extend 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 . ( h ) Cover Plates . Cover plates ...
... Plates . Cover plates of all girders shall extend 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 . ( h ) Cover Plates . Cover plates ...
Page 195
... plate or shape , or 20 times the thinnest enclosed plate or shape with a maximum of twelve inches ( 12 " ) ; and at right angles to the direction of stress the distance between lines of rivets shall not exceed 30 times the thinnest plate ...
... plate or shape , or 20 times the thinnest enclosed plate or shape with a maximum of twelve inches ( 12 " ) ; and at right angles to the direction of stress the distance between lines of rivets shall not exceed 30 times the thinnest plate ...
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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