150 kN 150 kN 60 kN · m 60 kN - m В E -2 m 2 m - 5 m-
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Solve the internal forces on the given beams. (N, V, M)
The cutting plane should pass through the midspan of the beam. From the midspan of the beam, consider 3 sections to the left, and 3 sections to the right. Each section should have its own free body diagram. Show that the internal forces at the left section is equal with the right section.
NOTE:
- For consistency and accuracy, intermediate values must not be rounded off.
- Final answers must be expressed in four decimal places (final answers only).
- Final answers should not be expressed in terms of fraction or pi.
- Indicate proper units as specified in the problem

Transcribed Image Text:8.
150 kN
150 kN
60 kN · m
60 kN m
В
D
E
2 m
2 m
5 m
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