Question 5: For a rolled steel beam of an unsymmetrical I- section as shown, shown in Fig. 5. If the maximum bending stress in the beam section is not exceed 40 MPa. (20 marks) 5.1 The distance between the centre of gravity of the section and bottom face, y =............mm. 5.2 Moment of inertia, /= ... 106 mm 5.3 Section modulus of the beam ......... 100 mm³ 5.4 Moment which the beam can resist=......kN-m 5.5 The way the beam bends is? Sagging or hogging? Fig. 5 50-> 100 -200- 50 200 50
Question 5: For a rolled steel beam of an unsymmetrical I- section as shown, shown in Fig. 5. If the maximum bending stress in the beam section is not exceed 40 MPa. (20 marks) 5.1 The distance between the centre of gravity of the section and bottom face, y =............mm. 5.2 Moment of inertia, /= ... 106 mm 5.3 Section modulus of the beam ......... 100 mm³ 5.4 Moment which the beam can resist=......kN-m 5.5 The way the beam bends is? Sagging or hogging? Fig. 5 50-> 100 -200- 50 200 50
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
![Question 5: For a rolled steel beam of an
unsymmetrical I- section as shown, shown in Fig. 5. If
the maximum bending stress in the beam section is not
exceed 40 MPa. (20 marks)
5.1 The distance between the centre of gravity of the
section and bottom face, y =............mm.
5.2 Moment of inertia, /= ... 106 mm
5.3 Section modulus of the beam ......... 10° mm³
5.4 Moment which the beam can resist=......kN-m
5.5 The way the beam bends is? Sagging or hogging?
Fig. 5
50->
100
-200-
50
200
50](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fb39761ed-9d4a-4427-a515-901f78a2fc5d%2F02321016-5755-40c5-a133-7081bbb0294f%2Fzmm7uzd_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Question 5: For a rolled steel beam of an
unsymmetrical I- section as shown, shown in Fig. 5. If
the maximum bending stress in the beam section is not
exceed 40 MPa. (20 marks)
5.1 The distance between the centre of gravity of the
section and bottom face, y =............mm.
5.2 Moment of inertia, /= ... 106 mm
5.3 Section modulus of the beam ......... 10° mm³
5.4 Moment which the beam can resist=......kN-m
5.5 The way the beam bends is? Sagging or hogging?
Fig. 5
50->
100
-200-
50
200
50
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