determine the maximum negative shear Vp due to simultaneous application of uniform ntensity 12 k/ft., which can act over any part and any extent of the beam, and a ted load of 6 k. Vo

Q: Problem Statement Based on Problem 5-22 from the textbook. if the intensity of the distributed load…

A: Given Data Determine the support reaction.

Q: -20 kN/m 8m (b) 30 kN/m 40 kN BQ 4m 2m

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Q: 6 kN/m 30 kN T ttt 3m (b) 20 KN |20|1=1

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Q: B) 35 kN A -3m B 48kN/m 9 m со 55 kN-m

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Q: Determine the normal force, shear force, and moment at point C.

A: Consider the equilibrium of forces in vertical direction.

Q: The shear diagram of a beam is shown in the figure. V (kN)| 48 28 8 x (m) -20 to -32 2 2- 1.0' 1.0…

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Q: 10 kN A -20 kN/m 3 m 12 kN/m 3m B

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Q: 40 kN 10 kN-m 24 kN/m Gm 2m 2m RA

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Q: 4. B H F -1.5 m-1.5 m-1.5 m-1.5 m- 6 kN D 6 kN 2m 2 m

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Q: 600 mm B 200 mm QA A Same capacity 4HD25 600 mm 600 mm 200 mm B 4HD25 100 mm

A: From the above two cases, which has larger positive moment capacity?

Q: ence line for the mom

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Q: 2. A simply supported beam, 10 meters long, has a 2-m overhang beyond the right support. A uniform…

A: Given:- Simply supported beam L= 10 meters The 2-meter overhang from the right support Beam carries…

Q: 80 kN -10 kN/m LIT 40 kN 2 m m 3 m 3 m 60 KN m B

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Q: B -3 m- 3 m The overhang beam above is supported by a pin at point A and a roller at point B. The…

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