The beam below is subjected to a moving concentrated live load of 130 kN, a moving uniformly distributed live load of 30 kN/m, and a uniformly distributed dead load of 10 kN/m. Determine each of the following and show the case of loading on the influence line diagram that corresponds to each component: • Maximum positive moment at E • Maximum negative moment at E • Maximum positive value of the reaction Dy

Q: Solve for all reactions at A and B

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Q: a.) Determine the reactions at A and C. b.) Determine the internal normal and shear forces and…

A: Point B is pin joint as shown in given question figure. Moment about internal pin joint is zero from…

Q: . Determine the magnitude of the reaction in the structure below due to loading. 3KN/M 37° A (m 4.m…

A: Given  inclined load  8 KN at a 37-degree angle from horizontal  Horizontal component of 8 KN force…

Q: Show your complete solutions a. Horizontal reaction at A in kN. b. Moment reaction at A in KN-m. c.…

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Q: Solve for the reaction at B and E.

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Q: 2. Determine the components of reaction at the supports. 200 N/m 4m 3m

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Q: ow. What is the height of the influence line at A?

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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.