b. 8 feetc. 10 feetលីO d. 12 feet30. Bending moment equation for segment AB.O a.-5.40 psf X cubeOb. 5.45 psf X cubeO c.-5.55 psf X cubeOd. 6.55 psf X cube31. Shear force equation for segment BC. *Oa. 2000 lb-200 lb/ft (X)Ob. 2100 lb-300 lb/ft (X)O c. 2150 lb-300 lb/ft (X)O d. 3000 lb-200 lb/ft (X)33. The distance between point A and the shear force VAB=0 ★Oa. 6 feet3Bending moment equation for segment BC.O a. 2000 lb(x)-100 lb/ft (X squared) - 9600 lb-ftO b. 2100 lb(x)-120 lb/ft (X squared)-9700 lb-ftO c. 21500 lb(X)-200 lb/ft (X squared) - 9800 lb-ftO d. 3000 lb(X)-200 lb/ft (X squared) - 9850 lb-ft34. The degree of bending moment equations for segments AB and BC.O a. 1st degree and 2rd degreeOb. 3rd degree and 2nd degreeOc. 2nd degree and 3rd degreeOd. None of the above. Derive the shear force equation,bending moment equation for the beamshown. Neglect the weight of the beam.6 ftBDetermine the following:26. Reaction support at point B.O a. 1350 lb (Upward Direction)Ob. 1380 lb(Downward Direction)Oc. 1400 lb (Upward Direction)Od. 1420 lb (Downward Direction)Û200 lb/ftOC1200 lb ft4f-4ft -27. Reaction support at point D. *O a. 600 lb (Upward Direction)Ob. 700 lb (Downward Direction)c. 800 lb (Upward Direction)Od. 900 lb (Downward Direction)28. Centroid of the triangular load. *a. 588 lb (Downward Direction)Ob. 598 lb (Upward Direction)Oc. 600 lb(Downward Direction)Od. (Upward Direction)D29. Shear force equation for segment AB.a.-16.65 psf X squaredOb. 16.65 psf X squaredOc.-16.75 psf X squaredO d. 16.75 psf X squared

Answered: Image /qna-images/answer/ab527e4d-e6f5-40fe-9f54-8ec614348f8d.jpg

Derive the shear force equation,bending moment equation for the beam shown. Neglect the weight of the beam. A -6 ft- B Determine the following: 26. Reaction support at point B. O a. 1350 lb (Upward Direction) O b. 1380 lb(Downward Direction) c. 1400 lb (Upward Direction) d. 1420 lb (Downward Direction) Û 200 lb/ft CA 1200 lb ft 4f-4ft- 27. Reaction support at point D. * O a. 600 lb (Upward Direction) O 700 lb (Downward Direction) c. 800 lb (Upward Direction) O d. 900 lb (Downward Direction) 28. Centroid of the triangular load. * O a. 588 lb (Downward Direction) O b. 598 lb (Upward Direction) O c. 600 lb(Downward Direction) Od. (Upward Direction) D

Derive the shear force equation,bending moment equation for the beam shown. Neglect the weight of the beam. A -6 ft- B Determine the following: 26. Reaction support at point B. O a. 1350 lb (Upward Direction) O b. 1380 lb(Downward Direction) c. 1400 lb (Upward Direction) d. 1420 lb (Downward Direction) Û 200 lb/ft CA 1200 lb ft 4f-4ft- 27. Reaction support at point D. * O a. 600 lb (Upward Direction) O 700 lb (Downward Direction) c. 800 lb (Upward Direction) O d. 900 lb (Downward Direction) 28. Centroid of the triangular load. * O a. 588 lb (Downward Direction) O b. 598 lb (Upward Direction) O c. 600 lb(Downward Direction) Od. (Upward Direction) D

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Similar questions

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None
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