Uniform Building Code Standards |
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Page 607
... Compression members other than top chord .. Tension members . 90 120 200 240 ( d ) Members . 1. Chords . The bottom chord shall be designed as an axially loaded tension member . The radius of gyration of the bottom chord about its ...
... Compression members other than top chord .. Tension members . 90 120 200 240 ( d ) Members . 1. Chords . The bottom chord shall be designed as an axially loaded tension member . The radius of gyration of the bottom chord about its ...
Page 814
... compression members when Q equals unity , and the flanges of flexural members whose proportions are such that when treated as compression members the quantity Q [ Section 27.918 ( a ) ] is unity , shall be determined on the basis of ...
... compression members when Q equals unity , and the flanges of flexural members whose proportions are such that when treated as compression members the quantity Q [ Section 27.918 ( a ) ] is unity , shall be determined on the basis of ...
Page 866
... member , P / A , ksi . = bending unit stress = bending moment divided by section modulus of member , M / S , noting that for members having stiffened compression elements the section modulus shall be based on the effective design widths ...
... member , P / A , ksi . = bending unit stress = bending moment divided by section modulus of member , M / S , noting that for members having stiffened compression elements the section modulus shall be based on the effective design widths ...
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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