A simply supported beam AB = 11 m has a hollow rectangular cross-section with 14 cm as width, 29 cm as depth and inner thickness as 1 cm is subjected to a point load of 6 N & 8 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)=
A simply supported beam AB = 11 m has a hollow rectangular cross-section with 14 cm as width, 29 cm as depth and inner thickness as 1 cm is subjected to a point load of 6 N & 8 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)=
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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A simply supported beam AB = 11 m has a hollow rectangular cross-section with 14 cm as width, 29 cm as depth and inner thickness as 1 cm is subjected to a point load of 6 N & 8 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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