Determine the maximum moment in kip-ft for the beams shown below using th method of consistent deformations. Select the reaction at the interior support to b the redundant. Express your answer in absolute value and use two decimal places 3 k/ft -B 25 ft 15 ft 21 E = 29,000 ksi I= 2,500 in.+

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Equilibrium and Support Reactions

Civil engineers deal with structures that are composed of several members connected or with individual members such as beams and columns. To analyze such structures, the condition of statics must be applied. Under the static condition, the members are considered to be in equilibrium under the action of forces, that is, the members are assumed to be having negligible velocity.