Uniform Building CodePacific Coast Building Officials Conference, 1949 - Building laws |
From inside the book
Results 1-3 of 14
Page 168
... rivets to prevent excessive hending and bearing stresses . ( i ) Riveted Joints . All joints in riveted work ... rivets shall not exceed 32 times the thinnest plate or shape . For angles in built sections with two gauge lines , with ...
... rivets to prevent excessive hending and bearing stresses . ( i ) Riveted Joints . All joints in riveted work ... rivets shall not exceed 32 times the thinnest plate or shape . For angles in built sections with two gauge lines , with ...
Page 170
... 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 171
... rivets connecting them to the segments of the mem- ber and they shall be connected to each segment by at least three rivets . ( c ) Spacing of Lacing Bars . Lacing bars of compression members shall be so spaced that the ratio l / r of ...
... rivets connecting them to the segments of the mem- ber and they shall be connected to each segment by at least three rivets . ( c ) Spacing of Lacing Bars . Lacing bars of compression members shall be so spaced that the ratio l / r of ...
Contents
Part IAdministrative | 19 |
CHAPTER | 25 |
Part IIIRequirements Based on Occupancy | 35 |
Copyright | |
42 other sections not shown
Other editions - View all
Common terms and phrases
allowable unit approved asbestos bars beams bolts Building Official building or structure ceiling cent Chimneys Code column combustible material compression compression members compressive strength conform connections Cont'd designed diameter dry standpipes enclosures exceed exit exterior walls fire doors Fire Zone fire-protected flange foot frame furnace girders grade Group gypsum height horizontal incombustible installed interior joints joists lath and plaster least less than one-hour live load located lumber maximum metal minimum mortar Occupancy Separation occupant load one-half inch one-hour fire-resistive construction partitions permitted piles pipe plate portland cement pounds per square proscenium reinforced concrete resistance rivets shear side six inches slab smoke pipe space span specified in Chapter specified in Section square feet square inch Stairs stairway standpipes structural steel studs Table tensile stress tests thickness twelve inches 12 twenty feet 20 Types of Construction U.B.C. Standard unit stress vent ventilation vertical openings width wood