Uniform Building Code Standards |
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Page 438
... span is the clear distance between supports . For sloping rafters the span is measured along the horizontal projection . Lumber Stresses Sec . 25.2103 . The use of the span tables requires reference to the list of single or repetitive ...
... span is the clear distance between supports . For sloping rafters the span is measured along the horizontal projection . Lumber Stresses Sec . 25.2103 . The use of the span tables requires reference to the list of single or repetitive ...
Page 672
... span in feet plus .67 feet . ( The added .67 feet , 8 inches , is necessary to obtain the proper span for which the load tables were developed . ) In no case shall the safe uniform load exceed the uniform load calculated for the minimum ...
... span in feet plus .67 feet . ( The added .67 feet , 8 inches , is necessary to obtain the proper span for which the load tables were developed . ) In no case shall the safe uniform load exceed the uniform load calculated for the minimum ...
Page 677
... spans shown , multiply the live load of the shortest net span shown in the load table by the ( shortest net span plus .67 feet ) 2 , and divide by the ( actual net span plus .67 feet ) 2 . The live load shall not exceed the safe uniform ...
... spans shown , multiply the live load of the shortest net span shown in the load table by the ( shortest net span plus .67 feet ) 2 , and divide by the ( actual net span plus .67 feet ) 2 . The live load shall not exceed the safe uniform ...
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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