PLEASE MAKE SURE THE ANSWER IS CORRECT 100%BE, PLEASE BE ACCURATE AND I NEED CLEAR ANSWER please make sure the answer is correct 100%be accurate and I need clear answerthank you A beam is used to support a concentrated load of 12 kN and a distributed load (w). The beam has thefollowing restrains: Fixed support at A, a hinge at B and a roller support at C. If the distributed Load w is 6kN/m and E is known to be 200 GPa, Determine the following:12 kNACB10 cm9 m-3 m -- – 6 m5 cmDetermine the absolute maximum bending stress in the strut in (MPa). Your solution has to include theshear and bending moment diagram.Determine the radius of curvature for member BC in meters.It came to your knowledge that the section used has to be changed, calculate the Smin in mm3 for the strutif the allowable stress is 170 MPa. If the supports at A and C were changed to pin supports and the hinge at B was removed. How would themaximum bending stress change? Support your claim with numbers.A-I

Question is based on the cantilever beam carrying uniform and point load . Loading condition on span…

A beam is used to support a concentrated load of 12 kN and a distributed load (w). The beam has the following restrains: Fixed support at A, a hinge at B and a roller support at C. If the distributed Load w is 6 kN/m and E is known to be 200 GPa, Determine the following:

A beam is used to support a concentrated load of 12 kN and a distributed load (w). The beam has the following restrains: Fixed support at A, a hinge at B and a roller support at C. If the distributed Load w is 6 kN/m and E is known to be 200 GPa, Determine the following:

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Chapter10: Plate Girders

Section: Chapter Questions

Problem 10.7.9P

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PLEASE MAKE SURE THE ANSWER IS CORRECT 100%BE, PLEASE BE ACCURATE AND I NEED CLEAR ANSWER

please make sure the answer is correct 100%

be accurate and I need clear answer

thank you

A beam is used to support a concentrated load of 12 kN and a distributed load (w). The beam has the
following restrains: Fixed support at A, a hinge at B and a roller support at C. If the distributed Load w is 6
kN/m and E is known to be 200 GPa, Determine the following:
12 kN
A
C
B
10 cm
9 m
-3 m -- – 6 m
5 cm
Determine the absolute maximum bending stress in the strut in (MPa). Your solution has to include the
shear and bending moment diagram.
Determine the radius of curvature for member BC in meters.
It came to your knowledge that the section used has to be changed, calculate the Smin in mm3 for the strut
if the allowable stress is 170 MPa.

If the supports at A and C were changed to pin supports and the hinge at B was removed. How would the
maximum bending stress change? Support your claim with numbers.
A-
I

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