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1. Determine the maximum positive bending moment in the beam in kN-m. 2. Determine the maximum shear in kN. 3. Determine the location of Neutral Axis, in mm, from the top of the section. 4. Determine the location of the centroid, in mm, from the left of the section. 5. Determine the moment of inertia of the section in x106 mm4 . 6. Determine the moment capacity of the section, kN-m, if fbcap≤300 MPa. 7. Determine the maximum flexural stress experienced by the beam in

1. Determine the maximum positive bending moment in the beam in kN-m. 2. Determine the maximum shear in kN. 3. Determine the location of Neutral Axis, in mm, from the top of the section. 4. Determine the location of the centroid, in mm, from the left of the section. 5. Determine the moment of inertia of the section in x106 mm4 . 6. Determine the moment capacity of the section, kN-m, if fbcap≤300 MPa. 7. Determine the maximum flexural stress experienced by the beam in

Elements Of Electromagnetics
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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1. Determine the maximum positive bending moment in the beam in kN-m.

2. Determine the maximum shear in kN.

3. Determine the location of Neutral Axis, in mm, from the top of the section.

4. Determine the location of the centroid, in mm, from the left of the section.

5. Determine the moment of inertia of the section in x106 mm4 .

6. Determine the moment capacity of the section, kN-m, if fbcap≤300 MPa.

7. Determine the maximum flexural stress experienced by the beam in MPa.

8. Determine the maximum shearing stress in MPa at Neutral Axis.

9. Determine the spacing of rivets in mm.

10. Determine the maximum flexural stress at 1 m from the support at D to E in MPa.

Situation 1| Simply Supported Beam ABCDE below carries multiple loads as shown. A built-up section made from a T-Section and a Channel (C-Section) fastened together by 16mmØ bolts, equally spaced from the center of the section, with shearing capacity t=100 MPa, for bearing ơb = 220 MPa for rivets in single shear and ob = 280 MPa for rivets in double shear. E=200GPA for all materials. 8 KN 15 KN/m 12 KN/m A E 2m 3m 3m 2m Properties of T-Section Bf = 180 mm Tf= 16 mm Tw = 12 mm D = 210 mm Properties of C-Section Bf = 105 mm Tf = 12 mm Tw = 12 mm D = 210 mm
Transcribed Image Text:Situation 1| Simply Supported Beam ABCDE below carries multiple loads as shown. A built-up section made from a T-Section and a Channel (C-Section) fastened together by 16mmØ bolts, equally spaced from the center of the section, with shearing capacity t=100 MPa, for bearing ơb = 220 MPa for rivets in single shear and ob = 280 MPa for rivets in double shear. E=200GPA for all materials. 8 KN 15 KN/m 12 KN/m A E 2m 3m 3m 2m Properties of T-Section Bf = 180 mm Tf= 16 mm Tw = 12 mm D = 210 mm Properties of C-Section Bf = 105 mm Tf = 12 mm Tw = 12 mm D = 210 mm
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