Uniform Building Code Standards |
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Page 259
... modulus of elasticity may be substituted for the specified E - rated Douglas fir - larch provided the compression perpendicular to grain values 15Where required to have 245 psi compression perpendicular to grain design values ...
... modulus of elasticity may be substituted for the specified E - rated Douglas fir - larch provided the compression perpendicular to grain values 15Where required to have 245 psi compression perpendicular to grain design values ...
Page 456
... modulus of elasticity . The values for modulus of rupture and modulus of elasticity of the particleboard shall be determined by static bending tests with the specimens tested without soaking . In static bending testing , it is not ...
... modulus of elasticity . The values for modulus of rupture and modulus of elasticity of the particleboard shall be determined by static bending tests with the specimens tested without soaking . In static bending testing , it is not ...
Page 852
... modulus of elasticity as determined below shall be used for stresses in the inelastic range . 2 . Ets + Ecs Er ksi . 2 ( 27-10-10 ) WHERE : E , Eis Ecs reduced modulus of elasticity . = secant modulus corresponding to the stress in the ...
... modulus of elasticity as determined below shall be used for stresses in the inelastic range . 2 . Ets + Ecs Er ksi . 2 ( 27-10-10 ) WHERE : E , Eis Ecs reduced modulus of elasticity . = secant modulus corresponding to the stress in 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