Uniform Building CodePacific Coast Building Officials Conference, 1940 - Building laws |
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Page 169
... bond , hooks or mechanical anchors in or through the supporting member . Within any such span every reinforcing bar shall be extended at least 12 diameters beyond the point at which it is no longer needed to resist stress . In cases ...
... bond , hooks or mechanical anchors in or through the supporting member . Within any such span every reinforcing bar shall be extended at least 12 diameters beyond the point at which it is no longer needed to resist stress . In cases ...
Page 170
... bond , at unit bond stress not exceeding 0.04f ' , on plain bars nor 0.05f ' , on deformed bars , plus a bend of radius not less than two times the diameter of the bar , parallel to the upper or lower surface of the beam , plus an ...
... bond , at unit bond stress not exceeding 0.04f ' , on plain bars nor 0.05f ' , on deformed bars , plus a bend of radius not less than two times the diameter of the bar , parallel to the upper or lower surface of the beam , plus an ...
Page 366
... bond for 2931 Faced - quality of material 2928 Faced - thickness of 2930 Faced - working stresses 2929 Foundation 2938 Hollow masonry - beam supports ........ 2911 Hollow masonry - bearing of unprotected steel members . 2933 Hollow ...
... bond for 2931 Faced - quality of material 2928 Faced - thickness of 2930 Faced - working stresses 2929 Foundation 2938 Hollow masonry - beam supports ........ 2911 Hollow masonry - bearing of unprotected steel members . 2933 Hollow ...
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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