can you do this follow up question please ;c) the value of the maximum bending moment in the beam. Enter your answer in kNm to three decimal places.Note: when deriving internal moment equations, use the following orientation of x coordinate: Segment AB: x changes from 0 at support A to a at support B. After making the cut, keep the part of the beam left from the cut.Segment BC: x changes from a at support B to L at point C, where L = a + b. After making the cut, keep the part of the beam right from the cut, i.e. distance from point C to the cut is equal L-x. c) the value of the maximum bending moment in the beam. Enter your answer in kNm to three decimal places.Note: when deriving internal moment equations, use the following orientation of x coordinate:Segment AB: x changes from 0 at support A to a at support B. After making the cut, keep the part of the beam left from the cut.• Segment BC: xchanges from a at support B to L at point C, where L = a + b. After making the cut, keep the part of the beam right from the cut, i.e. distancefrom point C to the cut is equal L-x.●

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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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can you do this follow up question please ;

c) the value of the maximum bending moment in the beam. Enter your answer in kNm to three decimal places.

Note: when deriving internal moment equations, use the following orientation of x coordinate:

Segment AB: x changes from 0 at support A to a at support B. After making the cut, keep the part of the beam left from the cut.
Segment BC: x changes from a at support B to L at point C, where L = a + b. After making the cut, keep the part of the beam right from the cut, i.e. distance from point C to the cut is equal L-x.

c) the value of the maximum bending moment in the beam. Enter your answer in kNm to three decimal places.
Note: when deriving internal moment equations, use the following orientation of x coordinate:
Segment AB: x changes from 0 at support A to a at support B. After making the cut, keep the part of the beam left from the cut.
• Segment BC: xchanges from a at support B to L at point C, where L = a + b. After making the cut, keep the part of the beam right from the cut, i.e. distance
from point C to the cut is equal L-x.
●

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