Assume that w = 6.95 kN-m and L = 5.40 m. Determine the reaction force at B. Assume that El is constant for the beam. В L 2L O 66.9 kN (up) O 56.3 kN (up) O 73.1 kN (up) O 51.5 kN (up) O 34.3 kN (up)

Q: 45° 5 kN 3 m C 45° 1.5 m B 1.5 m

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Q: 1. (a) Determine the internal normal force, shear force, and moment at point C in the double…

A:

Q: Obtain the value of the maximun bendling moment for the given beam. (Ay= 133.75 KN Az=0 B= 206.25 N)…

A: Given a beam with Support reactions:Ay=133.75 kN, Ax=0, By=206.25 kN

Q: The beam is supported by a fixed support at the left end of the beam. 1. Draw a Free Body Diagram…

A: Free body diagram of the given problem:

Q: BY D Calculate the reactions at the supports in the opposite E beam and draw the shear forces…

A: To find support reaction and to draw SFD

Q: 2. Construct the shear and moment diagrams of the loaded beam shown below. Determine the maximum…

A: Shear force diagram Bending moment diagram Maximum positive moment Maximum negative moment

Q: A continuous beam ABC of span 10 m is subjected to a UDL of 20 kN/m. Both spans AB and BC are of…

A: For a continuous beam ABC,Span length 10 mLoading: Uniformly distributed load 20 kN/mSpan AB and BC…

Q: 8 KN 10 kN ↓ 4 m 5 m C 2 m Find the total moment of 8 kN and 10 kN about point C

A: