Answer 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.Answer:Check A steel beam, of lengths a = 5 m and b=2 m and a hollow box cross section, is supported by a hinge support A and roller support B, see Figure Q.1. The widthand height of the cross section are 200 mm and 300 mm, respectively, and the wall thickness of the cross section is 5 mm. The beam is under a distributedload of the intensity that linearly varies from q = 0 kN/m to q = 5.1 kN/m for AB span; and is constant with q= 5.1 kN/m for BC span. The Young's modulus ofsteel is 200 GPa.▲y, vAwww.immДв сba5 mm200 mmFigure Q.1300 mmX

From the moment equilibrium condition at point A-The location of the shear force is zero at,

Answered: the value of the maximum bending moment…

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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Answer 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.
Answer:
Check

A steel beam, of lengths a = 5 m and b=2 m and a hollow box cross section, is supported by a hinge support A and roller support B, see Figure Q.1. The width
and height of the cross section are 200 mm and 300 mm, respectively, and the wall thickness of the cross section is 5 mm. The beam is under a distributed
load of the intensity that linearly varies from q = 0 kN/m to q = 5.1 kN/m for AB span; and is constant with q= 5.1 kN/m for BC span. The Young's modulus of
steel is 200 GPa.
▲y, v
A
www.imm
Дв с
b
a
5 mm
200 mm
Figure Q.1
300 mm
X

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