eam shown. Select By as the redundant reaction. E = 30000 ksi,I = 288 in4. b) tion to the applied forces, support B settles 0.5 in. vertically downward (requires on of the compatibility equation). A 12 ft B 2 k/ft 6 ft C 6 ft D

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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.