1- determine the support reactions 2- determine the forces in members AE,AD, BE, DE, FC, BC

Q: Q.3) Determine the components of the support reactions. A- Hinge (Pin) B- Roller. 2 m B 40° 2 m 2 m…

A: To find force at support A and B

Q: Determine the reactions at the supports and draw the bending moment diagram for the following…

A: To find the reactions at the supports and to draw the Moment diagrams.

Q: determine the support reactions on the following structures

A: degree of static indeterminacy, Ds = number of members + number of unknown support reactions - 2 x…

Q: Practice Problem #5) Determine the reactions at the supports for the beam

A: Step 1: Given Data:A 50 kN point load at A, inclined at 30° to the horizontal.A distributed load of…

Q: h2= 8KN/m h1= 10KN/m 25 G | 14KN 2.5 3 4 3

A:

Q: Determine the reactions and the force in each member of the truss shown in Fig. 13.11(a) by the…

A: Given  Truss having simple support at A and roller support at D  A is having two reactions while D…

Q: 3.34 Mathematically determine the reaction forces at A and B for the truss shown in Fig. 3-44. Ans.…

A: Given the truss above.

Q: 3.16 Determine the magnitude of the pin reaction at A as a function of P. The weights of the members…

A:

Q: Determine the reactions at the support. 3 kN -2 m 2 kN. 1.5 m 2 kN 1.5 m A B Ax=4kN, Ay=4.5kN,…

A:

Q: Q6) Determine the reactions at the supports. 100 lb/ft -5 ft- -4 ft- 200 lb/ft B

A: degree of static indeterminacy, Ds = number of unknown support reactions - number of equilibrium…

Q: Determine the reactions at the supports for the beam shown in Fig a. El is constant. 2 kN/m 2.5kN…

A: A contimous beam is loaded with a UDL and a point load is as given.The beam is statically…

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.