Uniform Building Code Standards |
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Page 329
... 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 331
... 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 333
... 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 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