Uniform Building Code Standards |
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Page 375
... Stress . Bending stress shall be calculated using the following formula . This stress includes the bending due to the axial load through the initial transverse load deflection . fo max = 1.5wL2 + PAmax S1 WHERE : fb = max applied ...
... Stress . Bending stress shall be calculated using the following formula . This stress includes the bending due to the axial load through the initial transverse load deflection . fo max = 1.5wL2 + PAmax S1 WHERE : fb = max applied ...
Page 586
... stress . Definitions Sec . 27.302 . For the purpose of this standard , certain terms are defined as follows : FATIGUE is the damage that may result in fracture after a sufficient number of fluctuations of stress . STRESS RANGE is the ...
... stress . Definitions Sec . 27.302 . For the purpose of this standard , certain terms are defined as follows : FATIGUE is the damage that may result in fracture after a sufficient number of fluctuations of stress . STRESS RANGE is the ...
Page 871
... stress in the cover plate or sheet , ksi . tangent modulus in compression corresponding to 1.85F ( shall be obtained from Table No. 27-10 - K ) , ksi ; 3. three times the flat width , w , of the narrowest unstiffened compression element ...
... stress in the cover plate or sheet , ksi . tangent modulus in compression corresponding to 1.85F ( shall be obtained from Table No. 27-10 - K ) , ksi ; 3. three times the flat width , w , of the narrowest unstiffened compression element ...
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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