How can we use the moment-area theorems to directly obtain a specific redundant reaction on a statically indeterminate beam?

Solve with a free body diagram. Don't use Artificial intelligence tools , Only Handwritten.

What are the three kinematical assumptions in derivation of Euler-Bernoulli beam theory.

Define the term Support Reactions?

73 l & O 2_547413860133791... H.W. 1/ Find the reactions of the simply supported beam shown in Figure below 6 kN/m 20 kN 2m 3 m Fig. 1. 2m H.W. 2 / Find the reactions of the simply supported beam shown in Figure below 300ky 30kNm 15kNm 4m H.W. 3 / Find the reactions of the simply supported beam shown in Figure below 200 lb 400 lb-ft JA B 5 ft 5 ft H.W. 4 / Find the reactions of the simply supported beam shown in Figure below 50 kN 30 kN/m Int. hinge A B 30 m 10 m - 20 m

i need the answer quickly

Derive the displacement field equation for Euler-Bernoulli beam theory. u,(x,) - x,D,(x,) x,0,(x,)

1. Determine the reactions at the supports 80KN 120KN 1 30KN 2m 2. Determine the reactions at the support 6KN/m 18KN 12kNm 13KN/m Im 3.This simply supported beam has a composite distribute load (rectangular and parabolic) of 42KN /m. Detemine the reaction forces. Sm 4. For the beam below determine (a) the distance a for which wA =17 kN/m, (b) the corresponding value of wB. 24 kN 30 kN a-0.6 mn 0.3 m B 1.8 m 5.Determine the reactions at the support A Vertex Parabola 900 N/m 300 N/m 6m 6.Determine the reactions at the supports 8KN/m Hokalm |5OKN 6okalm 3m 7.A light rod AD is supported by frictionless pegs at Band Cand rests against a frictionless wall at A. A vertical 240-lb force is applied at D. Determine the reactions at A. [15]