Uniform Building Code Standards |
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Page 331
... angle of grain other than zero degrees and 90 degrees , and with 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 ...
... angle of grain other than zero degrees and 90 degrees , and with 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 ...
Page 332
... angle formed between a sloping surface and the general direction of the wood fibers ( i.e. , the acute angle between the axis of cut and the general direction of the fibers . ( Sometimes called the slope of the cut . ) ( See Figures Nos ...
... angle formed between a sloping surface and the general direction of the wood fibers ( i.e. , the acute angle between the axis of cut and the general direction of the fibers . ( Sometimes called the slope of the cut . ) ( See Figures Nos ...
Page 780
... angle . In the latter case , the effective net section shall be the entire net section of the angle . The lug angle shall be designed to develop at least one half the total load in the member and shall be connected to the main member by ...
... angle . In the latter case , the effective net section shall be the entire net section of the angle . The lug angle shall be designed to develop at least one half the total load in the member and shall be connected to the main member by ...
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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