Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
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Page 320
... applied loads1 . compressive stress in the concrete , after all pre- stress losses have occurred , at the centroid of the cross section resisting the applied loads , or at the junction of the web and flange when the centroid lies in the ...
... applied loads1 . compressive stress in the concrete , after all pre- stress losses have occurred , at the centroid of the cross section resisting the applied loads , or at the junction of the web and flange when the centroid lies in the ...
Page 400
... applied in an approved manner , with an underlay of not less than 30- pound felt extending ten inches ( 10 " ) from the center line each way , or shall be of two layers of 90 - pound mineral sur- faced cap sheet cemented together with ...
... applied in an approved manner , with an underlay of not less than 30- pound felt extending ten inches ( 10 " ) from the center line each way , or shall be of two layers of 90 - pound mineral sur- faced cap sheet cemented together with ...
Page 516
... applied . ( Continued ) Where the edges or ends of two pieces of gypsum wallboard occur on the same framing member , two continuous parallel beads of adhesive shall be applied to the framing member . Fasteners shall be used with ...
... applied . ( Continued ) Where the edges or ends of two pieces of gypsum wallboard occur on the same framing member , two continuous parallel beads of adhesive shall be applied to the framing member . Fasteners shall be used with ...
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