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Q2: Draw the influence lines for the members HC and CD of the truss shown in Fig. (2), and then determine the maximum tensile
1.2 kft Pin 25 15ft 15k 2011 151 w 30 ft Fig. () Fig. (2) 10 2m 10 R S AGB B -1.5m +1.5 m 21 20 KN Ecom 40KN Fig. (3) Fig. (4
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Answer #1

given G! И 18/ B 24 @ 9667 K tano = 18 24 0 -36.89 ILD for HC 3klft max, tensile copeco = 513 % Sepeco D в х A 1/4 coseco 31,maxm tensile force that can be carried ook. by hc b) IED for CD B 24 IXL I A 9 4x(18+6) 4

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