Uniform Building Code Standards |
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Page 300
... connectors are not required for this block . If there are two or more spacer blocks , the distance between any two blocks shall not exceed one half the distance between centers of connectors in the end blocks . The requirements for ...
... connectors are not required for this block . If there are two or more spacer blocks , the distance between any two blocks shall not exceed one half the distance between centers of connectors in the end blocks . The requirements for ...
Page 303
... connectors and tabulated loads and modifications thereof are for connectors of a quality set forth in this standard . ( b ) Split - ring Timber Connectors . Split - ring timber connectors manufactured from hot - rolled carbon steel ...
... connectors and tabulated loads and modifications thereof are for connectors of a quality set forth in this standard . ( b ) Split - ring Timber Connectors . Split - ring timber connectors manufactured from hot - rolled carbon steel ...
Page 309
... connectors concentric with the same bolt axis , or in which two or more bolts are used with connectors on separate bolts , the total allowable connector load shall be the sum of the allowable connector loads given for each connector ...
... connectors concentric with the same bolt axis , or in which two or more bolts are used with connectors on separate bolts , the total allowable connector load shall be the sum of the allowable connector loads given for each connector ...
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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