Uniform Building Code Standards |
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Page 336
... side members are loaded at a different direction to the grain from the main member , the design value shall be taken ... side members and loaded in the same direction as the side members . Modification of Allowable Loads Sec . 25.1711 ...
... side members are loaded at a different direction to the grain from the main member , the design value shall be taken ... side members and loaded in the same direction as the side members . Modification of Allowable Loads Sec . 25.1711 ...
Page 345
... side grain of main member ) and either wood or metal side piece is used , the allowable loads for lag screws under lateral loading shall be determined from the Hankinson formula . See Section 25.1710 ( i ) . ( d ) Lateral Loads ...
... side grain of main member ) and either wood or metal side piece is used , the allowable loads for lag screws under lateral loading shall be determined from the Hankinson formula . See Section 25.1710 ( i ) . ( d ) Lateral Loads ...
Page 540
... side of the bar specimen . A measured length of the bar specimen shall be considered the distance from a point on a deformation to a corresponding point on any other deformation on the same side of the bar . Spacing measurements shall ...
... side of the bar specimen . A measured length of the bar specimen shall be considered the distance from a point on a deformation to a corresponding point on any other deformation on the same side of the bar . Spacing measurements shall ...
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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