Draw the shear and bending moment diagrams for the beam shown. EI is constant. Use the force method. I have the right answer, it is: VA = 2.90 kN (↑); HA = 0 kN; VB = 6.30 kN (↑); VC = 0.40 kN (↑). To the left); B (right). I don't know how to get to this answer, please show me step by step.
Draw the shear and bending moment diagrams for the beam shown. EI is constant. Use the force method. I have the right answer, it is: VA = 2.90 kN (↑); HA = 0 kN; VB = 6.30 kN (↑); VC = 0.40 kN (↑). To the left); B (right). I don't know how to get to this answer, please show me step by step.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Draw the shear and bending moment diagrams for the beam shown. EI is constant. Use the force method. I have the right answer, it is: VA = 2.90 kN (↑); HA = 0 kN; VB = 6.30 kN (↑); VC = 0.40 kN (↑). To the left); B (right). I don't know how to get to this answer, please show me step by step.
Transcribed Image Text:2.00 kN/m
-3.60 m
↓↓↓↓
1.50 m
2.5 KN
+4
1.50 m
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