Uniform Building Code, Volume 1Pacific Coast Building Officials Conference, 1952 - Building laws |
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Page 139
... Beams . 1. In T - beam construction the slab and beam shall be built integrally or otherwise effectively bonded together . The effective flange width to be used in the design of symmetrical T - beams shall not exceed one - fourth of the ...
... Beams . 1. In T - beam construction the slab and beam shall be built integrally or otherwise effectively bonded together . The effective flange width to be used in the design of symmetrical T - beams shall not exceed one - fourth of the ...
Page 144
... beams not less than one - fourth the area shall extend along the same face of the beam into the support a distance of six inches ( 6 ′′ ) . In simple beams , or at the freely supported end of continu- ous beams , at least one - third ...
... beams not less than one - fourth the area shall extend along the same face of the beam into the support a distance of six inches ( 6 ′′ ) . In simple beams , or at the freely supported end of continu- ous beams , at least one - third ...
Page 166
... Beams . Rolled beams shall be so proportioned that the unit compression stresses at the web toe of the fillets resulting from concentrated loads shall not exceed 24,000 pounds . Such stresses shall be determined by the formulas : For ...
... Beams . Rolled beams shall be so proportioned that the unit compression stresses at the web toe of the fillets resulting from concentrated loads shall not exceed 24,000 pounds . Such stresses shall be determined by the formulas : For ...
Contents
Part IAdministrative | 19 |
CHAPTER 3 | 25 |
Part IIIRequirements Based on Occupancy | 33 |
Copyright | |
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Common terms and phrases
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