A frame structure experiences a uniformly distributed load as shown in the figure. The structure has two supports which are hinges and internal connections which is pinned as also shown in the figure. All the members are cylindrical tube which has a diameter of 3 inches. Use E = 29(106)psi. a) Find all reactions along X and Y. (Support and Internal) b) Determine the axial deformation of members ABE and DEF. (Use only the internal reactions for getting axial deformation and use inches for the final answer) C 80 lb/ft A 30° -10.00- B 30° -10.00' D E F 10.00'

Q: 1. Calculate the reactions. 2. Obtain the required equations for drawing SFD and BMD for each 3.…

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Q: What is the reaction at support C for the beam shown and a settlement of 25 mm at support C

A: Given; Settlement at C=25mm =0.025m E=70GPaE=70×109 N/m2E=70×106 kN/m2I=800×106 mm4I=8×10-4 m4…

Q: compute the reactions for the structures.

A: Given   Truss Required  Reactions of structures

Q: Classify each of the pin-connected structures shown in figure below as statically determinate or…

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Q: 160 lb 300 lb A 1.75 ft 1.85 ft 6 ft 3 ft

A: Draw the free body diagram.

Q: The following steel shaft (1) is rigidly connected at B to another aluminum shaft (2). Both shafts…

A: Gs = 80 GPa = 80 × 103 N/mm2 GAl = 28 GPa = 28 × 103 N/mm2 Rotation of support C = 0.001 rad…

Q: Part A Use the fact that ABC is a three-force member to determine the magnitude of the reactions at…

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Q: 3 ft 100 lb 3 ft- 200 lb-ft 2 ft 000 Az □ Ay DO 000 NA along the rod MA B₂ By Fa perpendicular to…

A: Step 1:Step 2:As shown in free body diagram, there will be three support reactions. Step 3:At point…

Q: A compound beam as shown with a pin at A, a hinge at C, and rollers at B and D, 1) Draw all F.B.D.s…

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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.