Uniform Building Code Standards |
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Page 167
... specified in Table No. 25-9 - L or 25-9 - N ( Wet , Dry and / or Wet / Redry ) . Deflection . At least 90 percent of tests shall deflect no more than the specified maximum . Retest . If no more than two tests in a lot of ten fail to ...
... specified in Table No. 25-9 - L or 25-9 - N ( Wet , Dry and / or Wet / Redry ) . Deflection . At least 90 percent of tests shall deflect no more than the specified maximum . Retest . If no more than two tests in a lot of ten fail to ...
Page 551
... specified spacing . It is understood that sheets of fabric of the same specified length may not always contain an identical number of transverse wires and , therefore , may have various lengths of longitudinal overhang . Overall ...
... specified spacing . It is understood that sheets of fabric of the same specified length may not always contain an identical number of transverse wires and , therefore , may have various lengths of longitudinal overhang . Overall ...
Page 646
... specified in Section 27.403 ( b ) . ( c ) Welding Electrodes . The following electrodes shall be used for arc welding : 1. For connected members both having a specified minimum yield strength greater than 36,000 psi : AWS A5.1 or A5.5 ...
... specified in Section 27.403 ( b ) . ( c ) Welding Electrodes . The following electrodes shall be used for arc welding : 1. For connected members both having a specified minimum yield strength greater than 36,000 psi : AWS A5.1 or A5.5 ...
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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