Uniform Building CodePacific Coast Building Officials Conference, 1940 - Building laws |
From inside the book
Results 1-3 of 18
Page 195
... rivets shall be not more than three - fourths of that of the whole member . The pitch of rivets at the ends of built - up compression mem- bers shall not exceed four diameters of the rivets for a length equal to one and one - half times ...
... rivets shall be not more than three - fourths of that of the whole member . The pitch of rivets at the ends of built - up compression mem- bers shall not exceed four diameters of the rivets for a length equal to one and one - half times ...
Page 197
... rivets not more than twelve inches ( 12 ′′ ) apart in either direction . The ends of beams , channels , girders and trusses that bear on masonry or reinforced concrete shall be so framed that the allowable stresses for masonry or ...
... rivets not more than twelve inches ( 12 ′′ ) apart in either direction . The ends of beams , channels , girders and trusses that bear on masonry or reinforced concrete shall be so framed that the allowable stresses for masonry or ...
Page 201
... rivet , full , neatly finished , and concentric with the holes . Rivets , after driving , shall be tight , completely filling the holes , and with heads in full contact with the surface . Rivets shall be heated uniformly to a ...
... rivet , full , neatly finished , and concentric with the holes . Rivets , after driving , shall be tight , completely filling the holes , and with heads in full contact with the surface . Rivets shall be heated uniformly to a ...
Other editions - View all
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