Uniform Building Code Standards |
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Page 809
... element computed on the basis of the effective design width , ksi . ( c ) Multiple - stiffened Elements , and Wide - stiffened Elements with Edge Stiffeners . Where the flat - width ratio of a subelement of a multiple - stiffened ...
... element computed on the basis of the effective design width , ksi . ( c ) Multiple - stiffened Elements , and Wide - stiffened Elements with Edge Stiffeners . Where the flat - width ratio of a subelement of a multiple - stiffened ...
Page 811
... element with both longitudinal edges connected to other stiffened elements 3. Unstiffened compression element 60 .90 500 60 NOTE : Unstiffened compression elements that have flat - width ratios exceeding approximately 30 and stiffened ...
... element with both longitudinal edges connected to other stiffened elements 3. Unstiffened compression element 60 .90 500 60 NOTE : Unstiffened compression elements that have flat - width ratios exceeding approximately 30 and stiffened ...
Page 849
... element to be considered as a " stiffened compression element " it shall be stif- fened along each longitudinal edge parallel to the direction of stress by a web , lip or other stiffening element having the following minimum moment of ...
... element to be considered as a " stiffened compression element " it shall be stif- fened along each longitudinal edge parallel to the direction of stress by a web , lip or other stiffening element having the following minimum moment of ...
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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