Mechanical eng
racyon9m
am317exp9.xlsxSheet1
| Table 1 | Table 4 | ||||||||||
| Rise of arch, r (m) | 0.1 | Total mass (gm) | Total mass of hangers (gm) | Uniform distributed load (N/m) | Measured thrust force (N) | Calculated thrust force (N) | % Error | ||||
| Length of arch, L (m) | 0.5 | 540 | 110 | 4.8 | |||||||
| 1080 | 130 | 8.1 | |||||||||
| Table 2 | |||||||||||
| Added mass | 100 gm | 500 gm | |||||||||
| Hanger mass | 10 gm | 10 gm | |||||||||
| Total mass | 110 gm | 510gm | Hb = (5*P*x) / (8 * r * L^3) * (L^3 + x^3 - 2 * L * x^2) | part A | |||||||
| Total weight (N) | 1079.1 | 5003.1 | Hb = (w * L^2) / (8 * r) | part B | |||||||
| Table 3 | |||||||||||
| Load Location x (mm) | Measured thrust force for 100 gm load (N) | Measured thrust force for 500 gm load (N) | |||||||||
| 0 | 0 | 0 | |||||||||
| 50 | 0.3 | 1.7 | |||||||||
| 100 | 0.6 | 3 | |||||||||
| 150 | 1 | 4 | |||||||||
| 200 | 0.9 | 5.5 | |||||||||
| 250 | 1 | 5.3 | |||||||||
| 300 | 0.9 | 5.5 | |||||||||
| 350 | 0.9 | 5.1 | |||||||||
| 400 | 0.6 | 3.5 | |||||||||
| 450 | 0.3 | 1.7 | |||||||||
| 500 | 0 | 0 |
