Uniform Building Code Standards |
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Page 653
... 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 698
... 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 750
... 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 accordance adhesive admixture aggregate allowable load applied average axis beam bending bolt BUILDING CODE STANDARD cement characteristics coating combination compression members compressive strength concrete concrete masonry units conform connector cross section deck determined diameter dimensions Douglas fir E-rated edge end joints equivalent exceed feet fiber flange glue glued holes joists knots laminations lams length less lumber manufactured material maximum measured medium method minimum modulus of elasticity moisture content mortar nominal panel parallel percent permitted perpendicular piece pitch plate plywood portland cement pounds per square pozzolan procedures ratio requirements roof sample sapwood shakes shear shear strength sheet slope of grain spaced span specified splits square inch steel stiffeners stress Structural surface Table temperature tensile tensile strength tension laminations test specimens thickness Type U.B.C. Standard Uniform Building Code values veneer weight welds wide face wire wood failure yield strength Zone