936. Reaction support at point D. *Oa. 26 KN (Downward Direction)O b. 26 KN (Upward Direction)O c. 24KN (Downward Direction)O d. 24KN (Upward Direction)37. Shear force equation of section AB. *Oa. 47KN.mb. 46KN.ma.-30KNOc. 48KN.mb. 30KNc. -32KNO d. 32KN38. Shear force equation of section CD. *39. Bending moment equation of section BC. *O a. 26KN(x)+56KN.mO b. 26KN(x)-56KN.mc.-26KN(x)+56KN.ma.-24KNOb. 24KNOC.-28KNO d. 28KNd. None of the above.40.Maximum bending moment of the beam.d. None of the above C. Beam loaded as shown in Fig. below*30 kN35.A1 mDetermine the following:BReaction support at point B.a. 56KN (Downward Direction)Ob. 56KN (Upward Direction)c. 35KN (Downward Direction)Od. 35KN (Upward Direction)3 m50 kNtoC2 mD

Given overhang beam with point load and it is asked to determine the support reaction at point B.

M 36. Reaction support at point D. * Oa. 26 KN (Downward Direction) Ob. 26 KN (Upward Direction) Oc. 24KN (Downward Direction) O d. 24KN (Upward Direction) 37. Shear force equation of section AB. " a.-30KN Ob. 30KN Oa. 47KN.m Ob. 46KN.m c. 48KN.m c. -32KN d. 32KN 38. Shear force equation of section CD. a.-24KN b. 24KN c.-28KN Od. 28KN 39. Bending moment equation of section BC. * O a. 26KN(x)+56KN.m O b. 26KN(x)-56KN.m d. None of the above Oc.-26KN(x)+56KN.m Od. None of the above. 40.Maximum bending moment of the beam.

M 36. Reaction support at point D. * Oa. 26 KN (Downward Direction) Ob. 26 KN (Upward Direction) Oc. 24KN (Downward Direction) O d. 24KN (Upward Direction) 37. Shear force equation of section AB. " a.-30KN Ob. 30KN Oa. 47KN.m Ob. 46KN.m c. 48KN.m c. -32KN d. 32KN 38. Shear force equation of section CD. a.-24KN b. 24KN c.-28KN Od. 28KN 39. Bending moment equation of section BC. * O a. 26KN(x)+56KN.m O b. 26KN(x)-56KN.m d. None of the above Oc.-26KN(x)+56KN.m Od. None of the above. 40.Maximum bending moment of the beam.

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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