Uniform Building Code Standards |
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Page 780
... holes extending across the part in any straight or broken line shall be obtained by deducting from the gross width the sum of the diameters of all the holes in the chain and adding s2 / 4g for each gage space in the chain . In the cor ...
... holes extending across the part in any straight or broken line shall be obtained by deducting from the gross width the sum of the diameters of all the holes in the chain and adding s2 / 4g for each gage space in the chain . In the cor ...
Page 782
... holes may be either punched or drilled . Punching shall not be used if the metal thickness is greater than the diameter of the hole . The amount by which the diameter of a sub - punched hole is less than that of the finished hole shall ...
... holes may be either punched or drilled . Punching shall not be used if the metal thickness is greater than the diameter of the hole . The amount by which the diameter of a sub - punched hole is less than that of the finished hole shall ...
Page 834
... holes . The holes are to be located in four rows spaced 1/4 inch centers with the rows spaced 1/4 inch . The holes are to be staggered in each row so that they are positioned halfway between the holes of the adjacent rows . This results ...
... holes . The holes are to be located in four rows spaced 1/4 inch centers with the rows spaced 1/4 inch . The holes are to be staggered in each row so that they are positioned halfway between the holes of the adjacent rows . This results ...
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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