Uniform Building Code Standards |
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Page 426
... shown in Figures Nos . 25-19-2 and 25-19-3 . Shear Strength Sec . 25.1942 . ( a ) Moisture and Temperature Effects on Strength . 1. Prepare block shear specimens as described in Section 25.1930 . 2. Test the specimens for shear strength ...
... shown in Figures Nos . 25-19-2 and 25-19-3 . Shear Strength Sec . 25.1942 . ( a ) Moisture and Temperature Effects on Strength . 1. Prepare block shear specimens as described in Section 25.1930 . 2. Test the specimens for shear strength ...
Page 965
... shown in Figure No. 43-3-8 . Edge plates , excepting cap plates , shall have all edges turned % inch so as to lock with corner , face and other edge plates as shown in Figure No. 43-3-9 . Cap plates shall have edges forming seams with ...
... shown in Figure No. 43-3-8 . Edge plates , excepting cap plates , shall have all edges turned % inch so as to lock with corner , face and other edge plates as shown in Figure No. 43-3-9 . Cap plates shall have edges forming seams with ...
Page 1221
... shown in Figure No. 54-2-1 . This structural framing shall be welded or securely bolted at the corners to minimize racking or twisting during testing . Also , it shall be securely bolted to the floor and braced by one of the alternate ...
... shown in Figure No. 54-2-1 . This structural framing shall be welded or securely bolted at the corners to minimize racking or twisting during testing . Also , it shall be securely bolted to the floor and braced by one of the alternate ...
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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