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About ME302: Materials Mechanics: Class Introduction Chap. 1 Stress
Okay, let's solve this step-by-step: 1) Draw a free body diagram of the boom section above point E. 2) Apply equilibrium equations: ΣFy = 0 500 kg - N = 0 N = 500 kg (tension) 3) There is no shear force at this location. 4) The bending moment is: M = 500 kg * 5 m = 2500 Nm (clockwise) Therefore, the resultant internal loadings at section E are: Normal force = 500 kg (tension) Shear force = 0 Bending moment = 2500 Nm (clockwise)
Detailed Information
| Author: | ['Batata Basal'] |
|---|---|
| Publication Year: | 2021 |
| Pages: | 16 |
| Language: | English |
| Format: | |
| Price: | FREE |
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