A beam section as shown in the sketch is subjected to a bendingmoment of Mx = 4 kN.m and a shear force of V = 2.5kN. 1. 2. Calculate the position of the centroid and the the second moment of area of the section about the sentroid horizontally. Draw the bending stress distribution through the height of the beam by calculating the bending stress at the critical positions 3. Draw the shear stress distribution trough the height of the beam by calculating the shear stress below the flanges and at the centroid. 4. Draw the stress condition below the flanges, at the centroid and at the top and bottom of the beam.( 5. Draw the shearflow through the section. Show calculations

Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
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can you please do 4 and 5

 

10 mm
10 mm
5 mm
100 mm
50 mm
100 mm
A beam section as shown in the sketch is subjected to a bendingmoment of Mx = 4 kN.m and a shear force
of V = 2.5KN.
Calculate the position of the centroid and the the second moment of area of the section about the
sentroid horizontally.
1.
2.
Draw the bending stress distribution through the height of the beam by calculating the bending stress
at the critical positions
3.
Draw the shear stress distribution trough the height of the beam by calculating the shear stress
below the flanges and at the centroid.
4.
Draw the stress condition below the flanges, at the centroid and at the top and bottom of the
beam.(
5. Draw the shearflow through the section. Show calculations
Transcribed Image Text:10 mm 10 mm 5 mm 100 mm 50 mm 100 mm A beam section as shown in the sketch is subjected to a bendingmoment of Mx = 4 kN.m and a shear force of V = 2.5KN. Calculate the position of the centroid and the the second moment of area of the section about the sentroid horizontally. 1. 2. Draw the bending stress distribution through the height of the beam by calculating the bending stress at the critical positions 3. Draw the shear stress distribution trough the height of the beam by calculating the shear stress below the flanges and at the centroid. 4. Draw the stress condition below the flanges, at the centroid and at the top and bottom of the beam.( 5. Draw the shearflow through the section. Show calculations
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