I am re-submitting this question. I am having trouble with the shear stress and bending moment at the end. Can you provide more details here? Thanks. 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

At end hinge support or roller end support have moment is always zero. Intermediate hinge or roller…

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. iii. Determine the highest bending moment, and at that section determine the highest tensile and compressive bending stresses. Answers: (i) V: (0.00m, 150KN); (2.00m, 50.0kN): (2.00m, -150KN); (6.00m, -150kN), (6.00m, 300KN), (8.00m, 100 kN) M: (0.00m, 0.00kNm): (2.00m, 200kNm): (6.00m, -400kNm), (8.00m, 0.00kNm) Highest shear force is 300 kN@x 6.00 m; fy.max = 1.41 MPa Highest Moment is -400 kNm @ x 6.00 m; fb.max = 9.38 MPa (ii) (iii)

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. iii. Determine the highest bending moment, and at that section determine the highest tensile and compressive bending stresses. Answers: (i) V: (0.00m, 150KN); (2.00m, 50.0kN): (2.00m, -150KN); (6.00m, -150kN), (6.00m, 300KN), (8.00m, 100 kN) M: (0.00m, 0.00kNm): (2.00m, 200kNm): (6.00m, -400kNm), (8.00m, 0.00kNm) Highest shear force is 300 kN@x 6.00 m; fy.max = 1.41 MPa Highest Moment is -400 kNm @ x 6.00 m; fb.max = 9.38 MPa (ii) (iii)

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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Material Properties

Construction in civil engineering demands high strength, durability, and longevity. These targets can be achieved by better design and analysis, along with the correct choice of materials. Different materials have different properties and hence, they respond and performs differently under the various condition of external loadings. It is therefore a critical task of an engineer to select the right material based on the property that the material is supposed to function in real-time. When speaking about the property, there are different categories of material properties like chemical property, physical property, mechanical property, electrical property, magnetic property, thermal property, etc. These material properties form the basis of material selection in various applications.

Question

I am re-submitting this question. I am having trouble with the shear stress and bending moment at the end. Can you provide more details here? Thanks.

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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