Uniform Building Code Standards |
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Page 72
... Modulus of Rupture Sec . 24.1409 . Five full - size specimens shall be tested for modulus of rupture according to the following procedure : 1. Cured specimen shall be positioned on cylindrical supports 2 inches in diameter , located 2 ...
... Modulus of Rupture Sec . 24.1409 . Five full - size specimens shall be tested for modulus of rupture according to the following procedure : 1. Cured specimen shall be positioned on cylindrical supports 2 inches in diameter , located 2 ...
Page 374
... modulus calculated from the compression side of the panel , in in.3 . S2 = section modulus calculated from the tension side of the panel , in in.3 . ( c ) Column Buckling . Allowable axial load shall be no larger than the value ...
... modulus calculated from the compression side of the panel , in in.3 . S2 = section modulus calculated from the tension side of the panel , in in.3 . ( c ) Column Buckling . Allowable axial load shall be no larger than the value ...
Page 852
... modulus of elasticity . = secant modulus corresponding to the stress in the tension flange . secant modulus corresponding to the stress in the compression flange . Values of the secant moduli shall be obtained from Table No. 27-10 - B ...
... modulus of elasticity . = secant modulus corresponding to the stress in the tension flange . secant modulus corresponding to the stress in the compression flange . Values of the secant moduli shall be obtained from Table No. 27-10 - B ...
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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