a IN PEOPLEpirtng successFor the beam shown in Fig 4.2.8.2:(a) Compute the reactions at the supports.(b) Derive the bending moment expressions for segments AB, BC and CD.(c) Compute the maximum bending moment and the location of the cross-section of occurrence.(d) Calculate the moment of inertia of the cross-section, I.(e) Calculate the maximum bending stress.(f) Compute the bending moment at a point 20 mm from the top of the beamat section l.5 m from the end A.(g) Calculate the bending stress at the point 20 mm from the top of the beamat section 1.5 m from the end A.P = 2000 NM=5000 Nm50 mmАDmm1.0 m1.0 mL=3.0 mFig 4.2.8.2:Abean beam under transverse loading GoldANNIVERSARY PRIZESIN PEOPLEInspiring successFor the beam shown in Fig 4.2.8.1:(a) Compute the reactions at the supports.(b) Derive the bending moment expressions for segments AB and BD.(c) Compute the maximum bending moment and the location of thecross-section of occurrence.2013(d) Calculate the moment of inertia of the cross-section, I.(e) Calculate the maximum bending stress.(f) Compute the bending moment at a point 15 mm from the top of thebeam at section C.(g) Calculate the bending stress at the point 15 mm from the top of thebeam at section C. p = 2000 kN60 mmADC120 mm3.0 m6.0 mL=12 mFig 4.2.8.1:A bean beam under transverse loading

Answered: Image /qna-images/answer/574cd19d-83a8-4ce2-87ba-055b98721c7d.jpg

(a) Compute the reactions at the supports. (b) Derive the bending moment expressions for segments AB, BC and CD. (c) Compute the maximum bending moment and the location of the cross- section of Occurrence. (d) Calculate the moment of inertia of the cross-section, I. (e) Calculate the maximum bending stress. (f) Compute the bending moment at a point 20 mm from the top of the beam at section 1.5 m from the end A. (g) Calculate the bending stress at the point 20 mm from the top of the beam at section 1.5 m from the end A. P = 2000 N М-5000 Nm 50 mm A D B C mm 1.0 m 1.0 m L=3.0 m Fig 4.2.8.2: A bean beam under transverse loading

(a) Compute the reactions at the supports. (b) Derive the bending moment expressions for segments AB, BC and CD. (c) Compute the maximum bending moment and the location of the cross- section of Occurrence. (d) Calculate the moment of inertia of the cross-section, I. (e) Calculate the maximum bending stress. (f) Compute the bending moment at a point 20 mm from the top of the beam at section 1.5 m from the end A. (g) Calculate the bending stress at the point 20 mm from the top of the beam at section 1.5 m from the end A. P = 2000 N М-5000 Nm 50 mm A D B C mm 1.0 m 1.0 m L=3.0 m Fig 4.2.8.2: A bean beam under transverse loading

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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Question

a IN PEOPLE
pirtng success
For the beam shown in Fig 4.2.8.2:
(a) Compute the reactions at the supports.
(b) Derive the bending moment expressions for segments AB, BC and CD.
(c) Compute the maximum bending moment and the location of the cross-
section of occurrence.
(d) Calculate the moment of inertia of the cross-section, I.
(e) Calculate the maximum bending stress.
(f) Compute the bending moment at a point 20 mm from the top of the beam
at section l.5 m from the end A.
(g) Calculate the bending stress at the point 20 mm from the top of the beam
at section 1.5 m from the end A.
P = 2000 N
M=5000 Nm
50 mm
А
D
mm
1.0 m
1.0 m
L=3.0 m
Fig 4.2.8.2:Abean beam under transverse loading

Gold
ANNIVERSARY PRIZES
IN PEOPLE
Inspiring success
For the beam shown in Fig 4.2.8.1:
(a) Compute the reactions at the supports.
(b) Derive the bending moment expressions for segments AB and BD.
(c) Compute the maximum bending moment and the location of the
cross-section of occurrence.
2013
(d) Calculate the moment of inertia of the cross-section, I.
(e) Calculate the maximum bending stress.
(f) Compute the bending moment at a point 15 mm from the top of the
beam at section C.
(g) Calculate the bending stress at the point 15 mm from the top of the
beam at section C. p = 2000 kN
60 mm
A
D
C
120 mm
3.0 m
6.0 m
L=12 m
Fig 4.2.8.1:A bean beam under transverse loading

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