Uniform Building Code Standards |
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Page 46
... pounds divided by the gross cross - sectional area of the unit in square inches . The gross area of a unit is the total area of a section perpendicular to the direction of the load , including areas within cells and within re - entrant ...
... pounds divided by the gross cross - sectional area of the unit in square inches . The gross area of a unit is the total area of a section perpendicular to the direction of the load , including areas within cells and within re - entrant ...
Page 356
... pounds for 2 - inch shear plates ; 4970 pounds and 6760 pounds for 4 - inch shear plates with 4 - inch and % -inch bolts , respectively ; or , for wind loading , shall not exceed 3870 pounds , 6630 pounds and 9020 pounds , respectively ...
... pounds for 2 - inch shear plates ; 4970 pounds and 6760 pounds for 4 - inch shear plates with 4 - inch and % -inch bolts , respectively ; or , for wind loading , shall not exceed 3870 pounds , 6630 pounds and 9020 pounds , respectively ...
Page 872
... pounds per second until failure , which shall be recorded to the nearest pound . The test shall be repeated on the other specimens and the average breaking load determined . 3. Conditions of acceptance . A. Barrel - shaped tile . Barrel ...
... pounds per second until failure , which shall be recorded to the nearest pound . The test shall be repeated on the other specimens and the average breaking load determined . 3. Conditions of acceptance . A. Barrel - shaped tile . Barrel ...
Other editions - View all
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