A simply supported beam AB = 10 m has a hollow rectangular cross-section with 10 cm as width, 23 cm as depth and inner thickness as 2 cm is subjected to a point load of 8 N & 9 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 = 1 m & CD = 1 m. iv) Maximum Bending Moment (Please write the Maximum bending moment valve in "Nm") = v) Moment of Inertia, I = vi) Maximum bending stress =
A simply supported beam AB = 10 m has a hollow rectangular cross-section with 10 cm as width, 23 cm as depth and inner thickness as 2 cm is subjected to a point load of 8 N & 9 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 = 1 m & CD = 1 m. iv) Maximum Bending Moment (Please write the Maximum bending moment valve in "Nm") = v) Moment of Inertia, I = vi) Maximum bending stress =
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 10 cm as width, 23 cm as depth and inner thickness as 2 cm is subjected to a point load of 8 N & 9 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 = 1 m & CD = 1 m.
iv) Maximum Bending Moment (Please write the Maximum bending moment valve in "Nm") =
v) Moment of Inertia, I =
vi) Maximum bending stress =
vii) Bending stress at 2 cm from the top =
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