Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 173
The thickness of tie plates shall be not less than one - fiftieth of the distance
between the lines of rivets connecting them to ... connecting them to the
segments of the member and they shall be connected to each segment by at
least three rivets .
The thickness of tie plates shall be not less than one - fiftieth of the distance
between the lines of rivets connecting them to ... connecting them to the
segments of the member and they shall be connected to each segment by at
least three rivets .
Page 213
( e ) Connection . The vent connection shall be of an incombustible material not
less durable than galvanized or ... a ventilating opening with an area of not less
than six inches by eight inches ( 6 " x8 " ) , connected to a ventilating duct leading
to ...
( e ) Connection . The vent connection shall be of an incombustible material not
less durable than galvanized or ... a ventilating opening with an area of not less
than six inches by eight inches ( 6 " x8 " ) , connected to a ventilating duct leading
to ...
Page 265
Each such inter - connecting member shall be capable of transmitting by both
tension and compression at least 10 per cent of the total vertical load carried by
the heavier only of the footings or foundations connected . The minimum gross
size ...
Each such inter - connecting member shall be capable of transmitting by both
tension and compression at least 10 per cent of the total vertical load carried by
the heavier only of the footings or foundations connected . The minimum gross
size ...
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Contents
Page | 11 |
FireProtection of Structural Members 2210 Floor Construction | 12 |
Special Hazards | 13 |
Copyright | |
21 other sections not shown
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Common terms and phrases
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