Uniform Building Code Standards |
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Page 754
... connections closest to the load or reaction , P , is Is = Pm / 2g , kips . . . . . ( 27-10-37 ) The maximum spacing of connections Slim shall depend upon the intensity of the load directly at the connection . If uniform spacing of ...
... connections closest to the load or reaction , P , is Is = Pm / 2g , kips . . . . . ( 27-10-37 ) The maximum spacing of connections Slim shall depend upon the intensity of the load directly at the connection . If uniform spacing of ...
Page 763
... Connections and Bearing Plates Sec . 27.1106 . ( a ) Connections . Adequate strength of connections to withstand calculated resultant forces and moments , and adequate rigidity where such is re- quired , shall be demonstrated by ...
... Connections and Bearing Plates Sec . 27.1106 . ( a ) Connections . Adequate strength of connections to withstand calculated resultant forces and moments , and adequate rigidity where such is re- quired , shall be demonstrated by ...
Page 921
International Conference of Building Officials. connections shall be equipped with approved caps which the fire department can easily remove to make connection . Fire department inlet connections shall be protected against mechanical ...
International Conference of Building Officials. connections shall be equipped with approved caps which the fire department can easily remove to make connection . Fire department inlet connections shall be protected against mechanical ...
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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