Uniform Building Code Standards |
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Page 455
... 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 874
... section about centroidal axes parallel and perpendicular to web , inches ' . = moment of inertia of full section about centroidal axis perpendicular to web , inches ' . For channels and Z sections : x = distance from concentrated load P ...
... section about centroidal axes parallel and perpendicular to web , inches ' . = moment of inertia of full section about centroidal axis perpendicular to web , inches ' . For channels and Z sections : x = distance from concentrated load P ...
Page 917
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 16 inch accordance adhesive admixture aggregate allowable load applied ASTM average axis base metal beam bending bolt BUILDING CODE STANDARD building official butt butt joints cement combination compression compression members concrete conform connectors cross section depth determined diameter dimensions distance Douglas fir E-rated edge electrode exceed feet fillet welds flange grade groove welds holes horizontal joists knots laminations lams length less limited lumber material maximum medium minimum modulus modulus of elasticity moisture content nominal panel parallel percent permitted perpendicular piece pine pitch plate plywood portland cement pounds per square pozzolan procedure qualification ratio requirements sample shear shear stress slope of grain spacing specified splice square inch stiffeners structural stud submerged arc welding surface Table temperature tensile tensile strength tension test specimens thickness Type U.B.C. Standard Uniform Building Code values weight wide face width wire yield strength Zone