2 kN/m 60° 1 m 0.5 m 1 m 2 m 1 m 5 kN

Q: C L D 1.5L

A: Given:- A is fixed B, C and D are hinged To find:- Reactions at support A and D

Q: 2. Fine the stress in all the members and the reactions at A of the steel frame as shown in the…

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Q: 750 N A -500 mm 400 mm 150 mm 450 N C 250 mm B D 600 mm

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Q: A 75 mm D B Determine the force in member BD and the co C.

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Q: LABT B C LAC A 0000 P

A: For the given data , we have to find the 1. Maximum value of load P  2 . Reaction at support A

Q: Find the zero force members and the reactions

A: Step 1: Now draw the FBD of the truss as Step 2: Now we know that in three members joint, if two…

Q: A 3 m 500 N 2m B

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Q: The bar is subjected to a uniform temperature decrease, a 7 kN load at B, and an applied…

A: A beam  is given we need to find out reaction at A

Q: Given the truss below. Take P₁ 40k, P2= 40k, P3-60k, a= 20ft, h=15ft. a B a a D + The support…

A: use the equilibrium moment equation about A to solve reaction at E

Q: the figure below has the following data: F1=1.7kN, F2=0.8kN, F3=0.58kN, a=1.33 meters, 36 degrees,…

A: While determining the reaction forces of an arch shaped beam , we assume it is a straight beam .