9. the maximum reaction at point A

Q: Determine the reaction at the support B. 500 N 400 N 0.5 m 2 m 2 m

A:

Q: 4KN 4KN 4KN 2KN 30 6m 309 6m 6m SKN 8KN Figure 5 (#10-#12) os. 10 -12: Refer to figure 5. _10. What…

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Q: 50 kN 40 kN 20 kN 3m 3m 3m+ Determine the reaction at C

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Q: 2m 60 N C 1.75 m 40 N 0.75m D 2 m 60 N + 2m B

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Q: GOKN/m 2m Sm 5 KN/m Determine the reaction at B in kN. (Absolute value only)

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Q: H 800 N Į 1.5m 2.5m 400 N 200 N Į 2.0m K

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Q: 7) 115kN + a) Compute the reaction at A. b) Reaction at B Moment at A. c) 3m- Ism AL

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Q: Solve for the reactions

A: Given Data Determined the support reaction.  Let's solve using Moment Distribution Method.

Q: Find the reactions at points A and E. -2.5m EY ION 90° 20N ION C

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Q: 2m 60 N C 1.75 m 40 N 0.75m D 2m 60 N + 2m B

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Q: The beam is used to support a dead load of C kN/m, a live load of A kN/m and a concentrated live…

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Q: 30 kN/m B A - 10 m- Determine the Reaction at B in kN.

A: Draw the free-body diagram of the beam. ∑Fy=0RA+RBsinθ=12×30×10RA+RB35=150                 ...1

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.