Uniform Building Code Standards |
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Page 509
... Section 25.2504 ( d ) . The values specified in Table No. 25-25 - A and Table No. 25-25 - B are averages obtained in testing five panels . The selection of the sample panels is described in Section 25.2504 ( a ) . In addition to having ...
... Section 25.2504 ( d ) . The values specified in Table No. 25-25 - A and Table No. 25-25 - B are averages obtained in testing five panels . The selection of the sample panels is described in Section 25.2504 ( a ) . In addition to having ...
Page 758
... section about centroidal axis perpendicular to web , inches ' . For channels and Z sections : x = distance from ... Section 27.1022 ( b ) and ( c ) the maximum compression stress shall be that specified in Section 27.1009 except that the ...
... section about centroidal axis perpendicular to web , inches ' . For channels and Z sections : x = distance from ... Section 27.1022 ( b ) and ( c ) the maximum compression stress shall be that specified in Section 27.1009 except that the ...
Page 780
International Conference of Building Officials. 6. Net section . The net section of a riveted or bolted tension member shall be determined as the sum of the net sections of its component parts . The net section of a part is the product ...
International Conference of Building Officials. 6. Net section . The net section of a riveted or bolted tension member shall be determined as the sum of the net sections of its component parts . The net section of a part is the product ...
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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