Adams, Henry · London, New York [etc.] Longmans, Green, and Co. · leaf 197
3Then section modulus for web side Z,, = — = = 0-.394:, and for ff J. i oo I 0703table side Z, = - = ^ _■,„ = 098. Radius of gyration squared = r^ = — = = 0592. A l*lo7o It is assumed that this tee section is to be used as a bent strut or tie 3 = ^^ - -H S i * |-t>SA « /^ 1 ^ 1/^ig: s/s across… … y-t cef stresses will be induced in the bar ? By a common, although incom-plete, method of calculation we have Tv = §g x 18 = 1-8 ton-in. bend-ing moment, the moment of resistance being ZC; then for web side (web CUEVED STRUTS AND TIES 183 1*8upwards) 0 = q:^ = 4-57 tons per sq. in. tension, and…
Building · Structural analysis (Engineering)
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