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. Consider the power transmission-line tower shown in the accompanying figure. The members have a cross-sectional area of 10 in and a modulus of
. Consider the power transmission-line tower shown in the accompanying figure. The members have a cross-sectional area of 10 in and a modulus of elasticity of E = 29 106 lb/in. Using ANSYS, determine the deflection of each joint, the stress in each member, and the reaction forces at the base. Verify your results. 5 at 10 ft- 11 12 13 14 15 16 10 8 7 1000 lb 3 10 6 10 ft 1000 lb -15 ft- 10 ft 2 15 ft 10 ft
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