Uniform Building Code Standards |
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Page 286
... TABLE NO . 25 - C - 1 , PART B , U.B.C. , FOR MEMBERS STRESSED PRINCIPALLY AXIALLY OR IN BENDING WITH LOADS APPLIED ... table are to be used only when the design values for bending when loading is perpendicular to the wide face of the ...
... TABLE NO . 25 - C - 1 , PART B , U.B.C. , FOR MEMBERS STRESSED PRINCIPALLY AXIALLY OR IN BENDING WITH LOADS APPLIED ... table are to be used only when the design values for bending when loading is perpendicular to the wide face of the ...
Page 331
... Table No. 25-17 - F . For spacing intermediate between the minimum and that required for maximum load , the allowable load is determined by straight - line interpolation . B. Spacing for members loaded perpendicular to grain . For ...
... Table No. 25-17 - F . For spacing intermediate between the minimum and that required for maximum load , the allowable load is determined by straight - line interpolation . B. Spacing for members loaded perpendicular to grain . For ...
Page 509
... Table No. 25-25 - A or Table No. 25-25 - B and paragraphs 2 , 3 and 4 of this subsection for the respective grade as determined by the applicable test methods given in Section 25.2504 ( d ) . The values specified in Table No. 25-25 - A and ...
... Table No. 25-25 - A or Table No. 25-25 - B and paragraphs 2 , 3 and 4 of this subsection for the respective grade as determined by the applicable test methods given in Section 25.2504 ( d ) . The values specified in Table No. 25-25 - A and ...
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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