Illinois Society of Architects · Chicago · leaf 220
is the general equation employed. (3.) 3. Steel Square Plates: Fracture line 1—2, Fig. 1. Substituting proper values of a, 1, f, I and e ingeneral formula 3 and reducing: 2 k |T < t = — I — = thickness. (4.) 40 V 10 Fracture line 3—4, Fig. 1: k IsT t = - J . (5.) 40 V 10Apply formulas 4 and 5… … 360^ br
Architecture · Building · Architects
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