Uniform Building CodePacific Coast Building Officials Conference, 1940 - Building laws |
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Page 147
... considered as concrete for particulars of design as specified in this Chapter . Laitance - Extremely fine material of little or no hardness which may collect on the surface of freshly deposited concrete or mortar , resulting from the ...
... considered as concrete for particulars of design as specified in this Chapter . Laitance - Extremely fine material of little or no hardness which may collect on the surface of freshly deposited concrete or mortar , resulting from the ...
Page 155
... considered as replacing the displaced concrete . Sec . 2611. The design of reinforced concrete members Assumptions shall be made with reference to working stresses and safe loads . for Design The accepted theory of flexure as applied to ...
... considered as replacing the displaced concrete . Sec . 2611. The design of reinforced concrete members Assumptions shall be made with reference to working stresses and safe loads . for Design The accepted theory of flexure as applied to ...
Page 171
... considered merely as extensions to the bars , and shall be treated as in Sub- section ( d ) -V . In general , hooks shall not be permitted in the tension por- tion of any beam except at the ends of simple or cantilever beams or at the ...
... considered merely as extensions to the bars , and shall be treated as in Sub- section ( d ) -V . In general , hooks shall not be permitted in the tension por- tion of any beam except at the ends of simple or cantilever beams or at 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