Please show all steps 4. Simple beam analysis:i.Draw the deflected100 kNshape, SFD, BMD200 kNii.Determine the100 kN/m40050.0 kN/mhighest shearforce, and at that800section determine2.00 m4.00 m2.00 mthe highest shearstress.ii.Determine the highest bending moment, and at that section determine thehighest tensile and compressive bending stresses.Answers:V: (0.00m, 150KN): (2.00m, 50.0kN): (2.00m, -150KN); (6.00m, -150KN), (6.00m, 30OKN),(8.00m, 100 kN)M: (0.00m, 0.0OkNm); (2.00m, 200kNm); (6.00m, -400kNm), (8.00m, 0.00kNm)Highest shear force is 300 kN @ x 6.00 m; fv,max = 1.41 MPa(i)(ii)(iii)Highest Moment is -400 kNm @ x 6.00 m; fb.max = 9.38 MPa

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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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Please show all steps

4. Simple beam analysis:
i.
Draw the deflected
100 kN
shape, SFD, BMD
200 kN
ii.
Determine the
100 kN/m
400
50.0 kN/m
highest shear
force, and at that
800
section determine
2.00 m
4.00 m
2.00 m
the highest shear
stress.
ii.
Determine the highest bending moment, and at that section determine the
highest tensile and compressive bending stresses.
Answers:
V: (0.00m, 150KN): (2.00m, 50.0kN): (2.00m, -150KN); (6.00m, -150KN), (6.00m, 30OKN),
(8.00m, 100 kN)
M: (0.00m, 0.0OkNm); (2.00m, 200kNm); (6.00m, -400kNm), (8.00m, 0.00kNm)
Highest shear force is 300 kN @ x 6.00 m; fv,max = 1.41 MPa
(i)
(ii)
(iii)
Highest Moment is -400 kNm @ x 6.00 m; fb.max = 9.38 MPa

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I am still stuck on how to calculate shear stress and bending moment (Step 5). Can you explain more here in detail? For example - Where does the 1.5 come from? Thank you.

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