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I am having problems trying to solve this truss by both method of sections and joints and require some help which will be much apprecited as i have an exam tomorrow. Thanks in advance.

load at node c is 60kN and 138kN at node d

This is what i have found but not sure if i am right

At node A i have a horizontal reaction <-- 276kN and vertical upward reaction of 207kN.

At node E i have a horizontal reaction --> 276kN.

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# Homework Help: Solve by method of Sections/Joints

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