Uniform Building Code Standards |
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Page 368
... stress in extreme fiber , pounds per square inch , tension or compres- sion , modified by Sections 25.1809 ( a ) and 25.1804 ( a ) as applicable . ( c ) Shear Stresses . Shear stresses shall be calculated by the following formula ...
... stress in extreme fiber , pounds per square inch , tension or compres- sion , modified by Sections 25.1809 ( a ) and 25.1804 ( a ) as applicable . ( c ) Shear Stresses . Shear stresses shall be calculated by the following formula ...
Page 818
... stress in a flat web that results from bending in its plane , computed on the basis of the effective compression ... Shear Stresses in Webs . For unreinforced beam webs subjected to both bending and shear stresses , the member shall be ...
... stress in a flat web that results from bending in its plane , computed on the basis of the effective compression ... Shear Stresses in Webs . For unreinforced beam webs subjected to both bending and shear stresses , the member shall be ...
Page 871
... stress in the cover plate or sheet , ksi . tangent modulus in compression corresponding to 1.85F ( shall be obtained ... Shear Stress on Bolts . Shear stress on the gross cross - sectional area of stainless steel bolts under dead and ...
... stress in the cover plate or sheet , ksi . tangent modulus in compression corresponding to 1.85F ( shall be obtained ... Shear Stress on Bolts . Shear stress on the gross cross - sectional area of stainless steel bolts under dead and ...
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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