Uniform Building Code, Volume 1Pacific Coast Building Officials Conference, 1952 - Building laws |
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Page 164
... Girders direct load or force on the member or members ; but a member framed directly to a central web of another ... Girders . Riveted plate girders , cover - plated beams , and rolled beams shall in general be proportioned by the moment ...
... Girders direct load or force on the member or members ; but a member framed directly to a central web of another ... Girders . Riveted plate girders , cover - plated beams , and rolled beams shall in general be proportioned by the moment ...
Page 165
... Girders the web by enough rivets to transmit the stress . Only that ( Cont'd . ) portion of the outstanding legs ... girders shall not extend more than 16 times the thickness of the thinnest outside plate beyond the outer row of rivets ...
... Girders the web by enough rivets to transmit the stress . Only that ( Cont'd . ) portion of the outstanding legs ... girders shall not extend more than 16 times the thickness of the thinnest outside plate beyond the outer row of rivets ...
Page 166
... girders and trusses shall ordinarily be designed on the basis of simple spans whose effective length is equal to the distance between centers of gravity of the members to which they deliver their end reactions . If , on the assumption ...
... girders and trusses shall ordinarily be designed on the basis of simple spans whose effective length is equal to the distance between centers of gravity of the members to which they deliver their end reactions . If , on the assumption ...
Contents
Part IAdministrative | 19 |
CHAPTER 3 | 25 |
Part IIIRequirements Based on Occupancy | 33 |
Copyright | |
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appliance approved asbestos bars beams bolt brick Building Official building or structure ceiling cement cent Chimneys clearance Code column combustible compression compression members compressive strength conform Cont'd designed diameter Douglas fir dry standpipes enclosures exceed exit exterior walls fire doors Fire Zone flammable liquids floor flue or vent foot four inches furnaces girders Grade grain Group grout gypsum heaters height horizontal incombustible materials installed interior joints joists lath least live load located lumber masonry metal minimum mortar occupant load one-half inch one-hour fire-resistive construction partitions permitted pipe plaster portland cement pounds per square proscenium protected reinforced concrete resistance rivets roof shear six inches slab smoke pipe solid space specified in Chapter specified in Section square feet square inch Stairs stairway standpipes steel structural steel studs Subsection Table thickness twenty feet 20 TYPES OF CONSTRUCTION U.B.C. Standard ventilation width wire wood