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Unformatted text preview: ‘ ‘95 cam and loading shown (a) draw me ) determine the equations of the shear“ 5.1 thrcugh 5,6 For the b
and bending—mamsnt diagrams, (b bending—moment curves, «a g
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:maximnm normal stress due to bending. (See hint of Prob. 5,27.) 5 Icips IO lips (:53 4%“953; Swat? 7 ’59
pwﬂ 5.41 Using the method of Sec. 53, salve Prob. 5.8‘ 5.7 and 5.8 Draw the shear and bendingmoment diagrams for zhc beam lue (a) of the shear, ~ and loading shown, and determine the maximum absoluta V21
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shear and bendingmoment curves anti the maximum absoiute Value of the
bending moment in the beam, knowing that (a) k = 1, (b) k = 0.5. Wfﬂthhmjfw
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beam and leadmg shown and detarmme the maXImum normal Stress due (5 bending, @Q/Qw‘f: L m 56:1) 1, am; t
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‘mg showni draw the shear and bendingmoment diagrams and determine the maximum normal stress due to bending. 50“ = 50 lb/ft y.” 9 1/101}: K/A+“j WOLVE— "" ‘3 Jig» +za2 (ix/ohm?” é
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Full Document
 Spring '09
 MOORTHY
 Force, Shear, Second moment of area, normal stress, bendingmoment diagrams

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