A member ABCD is subjected to point loads P1, P2, P3 and P4 as shown in Fig. Calculate the force P3,necessary for equilibrium if P1 = 120 kN, P2 = 220 kN and P4 = 160 kN. Determine also the net change in length of the member. Take E = 200 GN/m2.
"\\sum P=0"
"P_1+P_2+P_3+P_4=0"
120+220+160+P3=0
P3=-500kN
"\u2206l=\\frac{\\sigma l}{E}"
"=\\frac{500000*25}{25*15*200*10^9}"
=1.6667*10-7
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