Uniform Building Code Standards |
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Page 305
... connector used , shall be accurately cut or bored to conform to the bolts and connectors and shall be oriented in contacting faces . When lumber is not seasoned to the moisture content normal to the conditions of service , the joints ...
... connector used , shall be accurately cut or bored to conform to the bolts and connectors and shall be oriented in contacting faces . When lumber is not seasoned to the moisture content normal to the conditions of service , the joints ...
Page 307
... connector - axis at various angles with grain . ( See Table No. 25-17 - G . ) The connector - axis is a line joining the centers of two adjacent connectors located in the same contact face of a member in a joint . For tension and ...
... connector - axis at various angles with grain . ( See Table No. 25-17 - G . ) The connector - axis is a line joining the centers of two adjacent connectors located in the same contact face of a member in a joint . For tension and ...
Page 309
... connector load shall be the sum of the allowable connector loads given for each connector unit used . This provision applies to all conditions except that connectors shall not be placed concentrically on the same bolt in the same timber ...
... connector load shall be the sum of the allowable connector loads given for each connector unit used . This provision applies to all conditions except that connectors shall not be placed concentrically on the same bolt in the same timber ...
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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