Uniform Building Code Standards |
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Page 335
... Bolts . Tabulated loads are for one common bolt in double shear in a three - member joint . ( b ) Number of Members in Joint . Tabulated loads are for a joint consisting of three members ( double shear ) . Length of bolt is measured in ...
... Bolts . Tabulated loads are for one common bolt in double shear in a three - member joint . ( b ) Number of Members in Joint . Tabulated loads are for a joint consisting of three members ( double shear ) . Length of bolt is measured in ...
Page 337
... bolt allowable load for any member in the joint shall be the sum of the individual bolt allowable load for each of the two shear planes acting on that member , as determined in Items Nos . 1 through 3 above . If the load in a two ...
... bolt allowable load for any member in the joint shall be the sum of the individual bolt allowable load for each of the two shear planes acting on that member , as determined in Items Nos . 1 through 3 above . If the load in a two ...
Page 338
... bolt diameter d . 3. Perpendicular - to - grain loading . If the design load approaches bolt - bearing capacity of side members , spacing shall be same as parallel to grain . If design load is less than bolt - bearing capacity of side ...
... bolt diameter d . 3. Perpendicular - to - grain loading . If the design load approaches bolt - bearing capacity of side members , spacing shall be same as parallel to grain . If design load is less than bolt - bearing capacity of side ...
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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