p-n- *: Determine the Reactions on the supports of the Loaded Beam . B) RA = KN, Rg = KN/m 60 KN/m 55KN 175 KN A 6.00 m Rg 1.50 m 4.00 m

Q: Determine the reactions at the supports for the beam shown. Show free body diagram and solutions.

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Q: Determine the reactions at A and B for the steel bar and loading shown, assuming a close fit at both…

A: Given data:- Conditions given-Remove restriction at A and solve for the reactions Below bar figure…

Q: 7.

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Q: y | 1 A -X 25' 15⁰ 40° C F = 13 kips 15' B 11 .n

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Q: A 8 m long beam is subjected to a load which varies uniformly from 60 kN/m at C to 40 kN/m at D.…

A: Step 1: understanding Loading condition and drawing a free body Diagram  Step 2: Understanding this…

Q: II. Determine the reactions at the supports for the structure shown. b. 30° A X 3 50 k tontont 1.5…

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Q: Determine the reactions at the supports, A is fixed connected. E is constant .Use Force method of…

A: Shear and bending moment diagrams are analytical techniques that are used in conjunction with…

Q: Determine the reactions at supports C and E of the beam below. 10 kN 10 kN A 3 m 65 B 3 m 2 m 12m D…

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Q: Determine the reactions at A and B for the given frame below. 390 lb 13 12 800 lb ft +4ft- 3 t -8 ft…

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Q: 3. The distributed loading acts on the simply supported beam. The support at A is a pin and the…

A: A simply supported beam with hinged support at A and roller support at B with an equal overhang of…

Q: 45 KN/m 200 50 KN 9.00 m R. 3.50 m 150 KN-m 7.00 m

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Q: C 2 kN/m 4 m A В -3 m

A: Solution Given Diagram

Q: Determine the reactions at A and B for the beam subjected to the couples and distributed load. At x…

A: A simply supported beam with supports at A and B, are applied with two couples and varying loads M1…

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.