Uniform Building Code Standards |
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Page 313
... spacing is four times bolt diameter d . 3. Perpendicular - to - grain loading . If the design load approaches bolt - bearing capacity of side members , spacing shall be same as parallel to grain . If design load is less than bolt ...
... spacing is four times bolt diameter d . 3. Perpendicular - to - grain loading . If the design load approaches bolt - bearing capacity of side members , spacing shall be same as parallel to grain . If design load is less than bolt ...
Page 833
... spacing , s , the required strength of the welds or connections closest to the load or reaction P , is T1 = Pm / 2g The required limited spacing of connections Smax depends upon the intensity of the load directly at the connection ...
... spacing , s , the required strength of the welds or connections closest to the load or reaction P , is T1 = Pm / 2g The required limited spacing of connections Smax depends upon the intensity of the load directly at the connection ...
Page 870
... spacing of connections is used over the whole length of the beam it shall be determined at the point of maximum local load intensity . In cases where this procedure would result in uneconomically close spacing either one of the ...
... spacing of connections is used over the whole length of the beam it shall be determined at the point of maximum local load intensity . In cases where this procedure would result in uneconomically close spacing either one of the ...
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Uniform Building Code Standards International Conference of Building Officials No preview available - 1979 |
Common terms and phrases
½ inch 16 inch accordance adhesive admixture aggregate allowable load applied ASTM average axis base metal beam bending bolt BUILDING CODE STANDARD building official butt butt joints cement combination compression compression members concrete conform connectors cross section depth determined diameter dimensions distance Douglas fir E-rated edge electrode exceed feet fillet welds flange grade groove welds holes horizontal joists knots laminations lams length less limited lumber material maximum medium minimum modulus modulus of elasticity moisture content nominal panel parallel percent permitted perpendicular piece pine pitch plate plywood portland cement pounds per square pozzolan procedure qualification ratio requirements sample shear shear stress slope of grain spacing specified splice square inch stiffeners structural stud submerged arc welding surface Table temperature tensile tensile strength tension test specimens thickness Type U.B.C. Standard Uniform Building Code values weight wide face width wire yield strength Zone