Uniform Building Code, Volume 1International Conference of Building Officials, 1964 - Building laws |
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Page 218
... Beams . Requirements shall be as follows : 1. In T - beam construction the slab and beam shall be built integrally or otherwise effectively bonded together . The effec- tive flange width to be used in the design of symmetrical T - beams ...
... Beams . Requirements shall be as follows : 1. In T - beam construction the slab and beam shall be built integrally or otherwise effectively bonded together . The effec- tive flange width to be used in the design of symmetrical T - beams ...
Page 245
... beam- column . MD = Moment produced by dead load . ML = Moment produced by live load . M。= Reduced plastic moment ... beam or girder . = Section modulus of steel beam used in composite design , referred to the tension flange . Section ...
... beam- column . MD = Moment produced by dead load . ML = Moment produced by live load . M。= Reduced plastic moment ... beam or girder . = Section modulus of steel beam used in composite design , referred to the tension flange . Section ...
Page 261
... beam , and its effective projection beyond the edge of the beam shall not be taken as more than one - half the clear distance to the adjacent beam , nor more than eight times the slab thickness . When the slab is present on only one ...
... beam , and its effective projection beyond the edge of the beam shall not be taken as more than one - half the clear distance to the adjacent beam , nor more than eight times the slab thickness . When the slab is present on only one ...
Contents
HOW TO USE THE UNIFORM BUILDING CODE | 21 |
CHAPTER 3 | 28 |
Part IIDefinitions and Abbreviations | 34 |
Copyright | |
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allowable unit stresses appliances approved bars beam bending bolts Building Official building or structure ceiling cent chimney clearance Code column combustible compression compression members connectors Continued dead load designed diameter doors Douglas Fir dry standpipes ducts enclosures exceed exit exterior walls fiber fire assembly Fire Zone fire-resistive construction fire-resistive rating firestopped flange foot frame furnaces gauge girders grade Group grout gypsum height horizontal incombustible installed joints joists Laminations lath less live load located lumber masonry materials maximum metal minimum Modulus of Elasticity mortar nails occupant load one-hour fire-resistive openings partitions permitted plaster plate plywood portland cement pounds per square protected reinforced concrete resist roof shear sheathing slab space span specified in Section square feet square inch stairway standpipes steel studs surface Table thickness tion twelve inches 12 TYPES OF CONSTRUCTION U.B.C. Standard vent Ventilation vertical welds width wire wood Wood shingles