Uniform Building Code Standards |
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Page 640
... = - e Computed axial unit compressive stress . Computed bending unit compressive stress at the point under consideration . Permissible axial unit compressive stress based on / r as defined in Section 27.404 ( b ) 2 . Permissible bending ...
... = - e Computed axial unit compressive stress . Computed bending unit compressive stress at the point under consideration . Permissible axial unit compressive stress based on / r as defined in Section 27.404 ( b ) 2 . Permissible bending ...
Page 749
... stress F as defined in Section 27.1007 . с ( ii ) For members composed entirely of unstiffened elements , Q is the ... unit stress F which is used in computing Q ,, and the effective area to be used in computing Q , shall include the ...
... stress F as defined in Section 27.1007 . с ( ii ) For members composed entirely of unstiffened elements , Q is the ... unit stress F which is used in computing Q ,, and the effective area to be used in computing Q , shall include the ...
Page 750
... unit stress in compression that is permitted by this specification where bending stress only exists ( Sections 27.1007 , 27.1008 and 27.1009 ) , ksi . = maximum bending stress in compression permitted where bending stress only exists ...
... unit stress in compression that is permitted by this specification where bending stress only exists ( Sections 27.1007 , 27.1008 and 27.1009 ) , ksi . = maximum bending stress in compression permitted where bending stress only exists ...
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Uniform Building Code Standards International Conference of Building Officials No preview available - 1979 |
Common terms and phrases
½ inch accordance adhesive admixture aggregate allowable load applied average axis beam bending bolt BUILDING CODE STANDARD cement characteristics coating combination compression members compressive strength concrete concrete masonry units conform connector cross section deck determined diameter dimensions Douglas fir E-rated edge end joints equivalent exceed feet fiber flange glue glued holes joists knots laminations lams length less lumber manufactured material maximum measured medium method minimum modulus of elasticity moisture content mortar nominal panel parallel percent permitted perpendicular piece pitch plate plywood portland cement pounds per square pozzolan procedures ratio requirements roof sample sapwood shakes shear shear strength sheet slope of grain spaced span specified splits square inch steel stiffeners stress Structural surface Table temperature tensile tensile strength tension laminations test specimens thickness Type U.B.C. Standard Uniform Building Code values veneer weight welds wide face wire wood failure yield strength Zone