Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
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Page 166
Riveted plate girders , cover - plated beams , and rolled beams shall in general
be proportioned by the moment of inertia of the gross section . No deduction shall
be made for standard shop or field rivet holes in either filange ; ( except that in ...
Riveted plate girders , cover - plated beams , and rolled beams shall in general
be proportioned by the moment of inertia of the gross section . No deduction shall
be made for standard shop or field rivet holes in either filange ; ( except that in ...
Page 167
Plate girder stiffeners shall be in pairs , one on each side of the web , and shall
be connected to the web by rivets spaced not more than eight times their nominal
diameter apart . Intermediate stiffeners may be crimped over the flange angles .
Plate girder stiffeners shall be in pairs , one on each side of the web , and shall
be connected to the web by rivets spaced not more than eight times their nominal
diameter apart . Intermediate stiffeners may be crimped over the flange angles .
Page 171
27 - B . The maximum pitch in the line of stress of compression members
composed of plates and shapes shall not exceed 16 times the thinnest outside
plate or shape , or 20 times the thinnest enclosed plate or shape with a maximum
of ...
27 - B . The maximum pitch in the line of stress of compression members
composed of plates and shapes shall not exceed 16 times the thinnest outside
plate or shape , or 20 times the thinnest enclosed plate or shape with a maximum
of ...
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Contents
Page | 11 |
FireProtection of Structural Members 2210 Floor Construction | 12 |
Special Hazards | 13 |
Copyright | |
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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