A simply supported beam AB = 9 m has a hollow rectangular cross-section with 11 cm as width, 29 cm as depth and inner thickness as 1 cm is subjected to a point load of 6 N & 5 N acting at C and D respectively and a uniformly distributed load (UDL) of 8 N/m starts from mid-span and ends at the right support of the beam. Determine the maximum bending stress and the bending stress at 1 cm from the top. Take AC = 1 m & CD = 2 m.  i) Reaction force at B = (in N) ii) Reaction Force at A = (in N) iii) The distance from B at which the

Elements Of Electromagnetics
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A simply supported beam AB = 9 m has a hollow rectangular cross-section with 11 cm as width, 29 cm as depth and inner thickness as 1 cm is subjected to a point load of 6 N & 5 N acting at C and D respectively and a uniformly distributed load (UDL) of 8 N/m starts from mid-span and ends at the right support of the beam. Determine the maximum bending stress and the bending stress at 1 cm from the top. Take AC = 1 m & CD = 2 m. 

i) Reaction force at B = (in N)

ii) Reaction Force at A = (in N)

iii) The distance from B at which the shear Force value changes from "-" to "+"  = (in m)

iv) Maximum Bending Moment (Please write the Maximum bending moment valve in "Nm") = 

v) Moment of Inertia, I = (in m^4)

vi) Maximum bending stress = (in N/m^2)

vii) Bending stress at 1 cm from the top = (in N/m^2) 

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