A simply supported beam AB = 10 m has a hollow rectangular cross-section with 17 cm as width, 28 cm as depth and inner thickness as 2 cm is subjected to a point load of 7 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 2 cm from the top. Take AC = 2 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
A simply supported beam AB = 10 m has a hollow rectangular cross-section with 17 cm as width, 28 cm as depth and inner thickness as 2 cm is subjected to a point load of 7 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 2 cm from the top. Take AC = 2 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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A simply supported beam AB = 10 m has a hollow rectangular cross-section with 17 cm as width, 28 cm as depth and inner thickness as 2 cm is subjected to a point load of 7 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 2 cm from the top. Take AC = 2 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 2 cm from the top in (N/m^2) =
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