Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
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Page 251
... flange thickness not less than one - half the width of the web and a total flange width not more than four times the width of the web . For beams having a flange on one side only , the effective overhanging flange width shall not exceed ...
... flange thickness not less than one - half the width of the web and a total flange width not more than four times the width of the web . For beams having a flange on one side only , the effective overhanging flange width shall not exceed ...
Page 320
... flange when the centroid lies in the flange . ( In a composite member " fpc " will be the resultant compressive stress at the cen- troid of the composite section , or at the junction of the web and flange when the centroid lies within the ...
... flange when the centroid lies in the flange . ( In a composite member " fpc " will be the resultant compressive stress at the cen- troid of the composite section , or at the junction of the web and flange when the centroid lies within the ...
Page 374
... flange to the web when WHERE : w uk tf tb tj < 0.4 V Af = thickness of web to be stiffened . distance from outer face of flange to web toe of fillet of member to be stiffened . thickness of flange of member to be stiffened . thickness of ...
... flange to the web when WHERE : w uk tf tb tj < 0.4 V Af = thickness of web to be stiffened . distance from outer face of flange to web toe of fillet of member to be stiffened . thickness of flange of member to be stiffened . thickness of ...
Contents
HOW TO USE THE UNIFORM BUILDING CODE | 21 |
CHAPTER 3 | 28 |
Part IIDefinitions and Abbreviations | 35 |
Copyright | |
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Common terms and phrases
allowable stress allowable unit stresses applied approved axial load bars beam bending bolts bond Building Official building or structure ceiling cement cent chimney Code column compression members compressive strength computed conform construction Continued dead load designed diameter distance Douglas Fir exceed exit exterior walls EXTREME FIBER Fire Zone fire-resistive rating flange floor Formula framing gauge girders glued-laminated grade Group grout gypsum height horizontal incombustible joints joists Laminations lath least length less live load longitudinal lumber materials maximum metal minimum Modulus of Elasticity mortar nails occupant load openings parallel to grain permitted perpendicular plaster plate plywood portland cement pounds per square prestressing ratio resist roof Select Structural shear stress shear walls sheathing slab space span specified in Section splices square feet square inch steel studs surface Table thickness tion twelve inches 12 Type U.B.C. Standard values vertical welds width wire wood yield strength