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Engineering · Mechanical Engineering
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The 78 in long ngid beam shown 1s supported by a pinned connection A and equally spaced rods at B and C having 3/16 inch diameters and a modulus of elasticity of 38 E6 psi. The lengths of the taut rod:s Pbefore applying load. Dimensions LBE and LCF are 4.6 and 10.1 feet, respectively. Determine (a) the load P (kips) that causes a 440/1000 inch deflection at point D, (b) the stress in rod BE (ksi), (c) the strain itn rod CF (micro-strain) and (d) vertical reaction (kips) at E CF BE C P 3 3 3

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