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| DH | = | CG | = | FB | = | EA | = 9 0 0 mm | JK | = |

|DH|=|CG|=|FB|=|EA|=900 mm|JK|=|ML|=|HE|=|GF|=1200 mm|KL|=|JM|=|EF|=|HG|=600 mm|EK|=|FL|=|GM|=|HJ|=600 mm=120\deg Determine the force developed in each member of the space truss and state if the members are in tension or compression. Also determine reaction forces all nodes. A,B,C and D fixed support.
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