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3.12 A horizontal beam AB is 4 m long and of constant flexural rigidity. It is rigidly built-in at the left-hand end A and simply supported on a non-yielding support at the right-hand end E. The beam carries uniformly distributed vertical loading of 18 kN/m over its whole length, together with a vertical downward load of 10 kN at 2.5 m from the end A. Sketch the S.F. and B.M. diagrams for the beam, indicating all main values. [S.F. 45, - 10, - 37.6 kN; B.M. - 18.6, + 36.15 kN m]

3.12 A horizontal beam AB is 4 m long and of constant flexural rigidity. It is rigidly built-in at the left-hand end A and simply supported on a non-yielding support at the right-hand end E. The beam carries uniformly distributed vertical loading of 18 kN/m over its whole length, together with a vertical downward load of 10 kN at 2.5 m from the end A. Sketch the S.F. and B.M. diagrams for the beam, indicating all main values. [S.F. 45, - 10, - 37.6 kN; B.M. - 18.6, + 36.15 kN m]

Elements Of Electromagnetics
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
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3.12 A horizontal beam AB is 4 m long and of constant flexural rigidity. It is rigidly built-in at the left-hand end A and simply supported on a non-yielding support at the right-hand end E. The beam carries uniformly distributed vertical loading of 18 kN/m over its whole length, together with a vertical downward load of 10 kN at 2.5 m from the end A. Sketch the S.F. and B.M. diagrams for the beam, indicating all main values. [S.F. 45, - 10, - 37.6 kN; B.M. 18.6, + 36.15 kN m]
Transcribed Image Text:3.12 A horizontal beam AB is 4 m long and of constant flexural rigidity. It is rigidly built-in at the left-hand end A and simply supported on a non-yielding support at the right-hand end E. The beam carries uniformly distributed vertical loading of 18 kN/m over its whole length, together with a vertical downward load of 10 kN at 2.5 m from the end A. Sketch the S.F. and B.M. diagrams for the beam, indicating all main values. [S.F. 45, - 10, - 37.6 kN; B.M. 18.6, + 36.15 kN m]
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