Uniform Building Code Standards |
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Page 248
... tension members . For bending members , the outermost tension lamination representing 5 percent of the total depth of the member shall meet the grading requirements in U.B.C. Standard No. 25-10 as described for the specific combinations ...
... tension members . For bending members , the outermost tension lamination representing 5 percent of the total depth of the member shall meet the grading requirements in U.B.C. Standard No. 25-10 as described for the specific combinations ...
Page 280
... tension laminations are used in conjunction with L2 , L2D or L3 outer tension zone laminations , the required slope of grain is 1:12 as indicated in Section 25.1007 ( f ) . and compression zones , the resulting excess of percentage ...
... tension laminations are used in conjunction with L2 , L2D or L3 outer tension zone laminations , the required slope of grain is 1:12 as indicated in Section 25.1007 ( f ) . and compression zones , the resulting excess of percentage ...
Page 498
... tension member loaded to less than 75 percent of the design value in tension . 7. All proof - loaded laminations are marked on an edge at regular intervals . 8. Plant procedures for manufacture , quality control , checking of equipment ...
... tension member loaded to less than 75 percent of the design value in tension . 7. All proof - loaded laminations are marked on an edge at regular intervals . 8. Plant procedures for manufacture , quality control , checking of equipment ...
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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