Determine the force in each member of the truss and state if the members are in tension
or compression. Take P = 100 kN.
Consider the diagram below
"\\sum M_B=0 \\implies (10*2cos60)+(10*(2+2cos 60))=2R_A \\implies R_A =20kN \\uparrow"
"\\sum F_y=0 \\implies R_A+R_B=10+10 \\implies R_A+R_B=20 \\implies R_B =20-20=0"
Consider point C
"F_{BC}sin60= 10 \\implies F_{BC}=11.55kN"
"\\sum F_x=0 \\implies F_{BC}cos 60=F_{DC} \\implies F_{DC}=11.55cos 60=5.78kN"
"\\sum F_y=0 \\implies F_{AD}sin60=20 \\implies F_{AD}=23.09kN"
"\\sum F_x=0 \\implies F_{AB}=F_{AD}cos60 \\implies F_{AB}=11.55kN"
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