Determine and show the directions of ail support reactions at point E Using the left free-end A as the origin of the horizontal coordinate of the sections, establish the equations for shear force (SF) and bending moment (BM) acting in each cross-section of the beam. Equations must be worked out and finalized to their standard forms. Plot the SF and BM diagrams for each cross-section of the beam. Each part of the diagrams must be supported by established SF and BM equations. A deviation from the correct relative layout of the configuration of the beam, SF and BM diagrams will be penalized.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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The figure below represents a cantilever beam A, B, C, D, E clamped at point E and carrying
various types of loads. A load of 10 kN as shown, is applied on the beam through a vertical lever DF of 1 m length rigidly attached to the beam.

F
10 kN
60
4 kN
4 kN/m
A
B
8 kN C
1 m
D
E
2 m
1 m
1 m
3.1. Determine and show the directions of ail support reactions at point E
3.2. Using the left free-end A as the origin of the horizontal coordinate of
the sections, establish the equations for shear force (SF) and bending
moment (BM) acting in each cross-section of the beam. Equations
must be worked out and finalized to their standard forms.
3.3. Plot the SF and BM diagrams for each cross-section of the beam.
Each part of the diagrams must be supported by established SF and
BM equations. A deviation from the correct relative layout of the
configuration of the beam, SF and BM diagrams will be penalized.
1 m
Transcribed Image Text:F 10 kN 60 4 kN 4 kN/m A B 8 kN C 1 m D E 2 m 1 m 1 m 3.1. Determine and show the directions of ail support reactions at point E 3.2. Using the left free-end A as the origin of the horizontal coordinate of the sections, establish the equations for shear force (SF) and bending moment (BM) acting in each cross-section of the beam. Equations must be worked out and finalized to their standard forms. 3.3. Plot the SF and BM diagrams for each cross-section of the beam. Each part of the diagrams must be supported by established SF and BM equations. A deviation from the correct relative layout of the configuration of the beam, SF and BM diagrams will be penalized. 1 m
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