Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 171
The minimum distance between centers of rivet holes shall be three diameters of
the rivet ; but the distance shall be not ... and at right angles to the direction of
stress the distance between lines of rivets shall not exceed 30 times the thinnest
...
The minimum distance between centers of rivet holes shall be three diameters of
the rivet ; but the distance shall be not ... and at right angles to the direction of
stress the distance between lines of rivets shall not exceed 30 times the thinnest
...
Page 173
When two or more plates are in contact they shall be stitch riveted with 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 ...
When two or more plates are in contact they shall be stitch riveted with 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 ...
Page 177
Rivet holes , after assembling , Workmanshall be reamed to a diameter one -
sixteenth inch ( 78 " ) greater ship than the nominal ... Rivets . after driving , shall
be tight , completely filling the holes , and with heads in full contact with the
surface .
Rivet holes , after assembling , Workmanshall be reamed to a diameter one -
sixteenth inch ( 78 " ) greater ship than the nominal ... Rivets . after driving , shall
be tight , completely filling the holes , and with heads in full contact with the
surface .
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Contents
Page | 11 |
FireProtection of Structural Members 2210 Floor Construction | 12 |
Special Hazards | 13 |
Copyright | |
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adjacent allowable applied approved bars beams bearing bending bolts Building Official building or structure carry ceiling cement cent Chapter Class coat Code column compression concrete conform connections construction covering Definition designed diameter direction distance doors edge enclosures exceed exit extend exterior walls face feet fire fire-resistive construction floor foot foundation four frame grade Group gypsum height horizontal inches installed interior joints joists lath least length less load located masonry materials metal occupancy one-half openings panel partitions permit piles pipe placed plaster plate portion pounds protected reinforcement resistance rivets roof Separation shear side slab solid space span Special specified specified in Section square inch Standard steel story strength stress strip structural surface Table tests thickness tion Type unit values vent Ventilation vertical walls width wire wood