Adams, Henry · London, New York [etc.] Longmans, Green, and Co. · leaf 104
Benafincf rrhmenc a/tagra^m /or tie F/g^ SO/ I Shear- of/agram for C/eFrg. 302 EXAMPLES FOR PRACTICE 89 For answer, see Pigs. 299 to 302. (Note.—Set down load line la to 3a. Then 3-8, 3a-8 ; 8-7, 2-7; 7-6, la-6;and 6-5a, 7-5, 8-ia, giving assumed forces 4a-5 and 5-5a. Calculate 4a-4 and5a-l and set… … >-^--^o I / *4 Complete the diagram and test by taking pole 0 and drawing funicular polygon.For bending moment diagram take pole P and draw funicular polygon, the closingline of which happens to nearly coincide with point 5. Shear diagram drawnfrom reactions to virtual forces in the usual way.)…
Building · Structural analysis (Engineering)
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