50 KN/m 20 KN Determine the vertical deflection at the free end and the slope at the left support of the elastic curve f

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50 KN/m 20 KN Determine the vertical deflection at the free end and the slope at the left support of the elastic curve f

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50 Kn M 20 Kn Determine The Vertical Deflection At The Free End And The Slope At The Left Support Of The Elastic Curve F 1
50 Kn M 20 Kn Determine The Vertical Deflection At The Free End And The Slope At The Left Support Of The Elastic Curve F 1 (16.8 KiB) Viewed 12 times
50 KN/m 20 KN Determine the vertical deflection at the free end and the slope at the left support of the elastic curve for the beam loaded as shown. E = 200 GPa and I = 30,000 cm4. Use 1. Virtual Work Method 2. Castigliano's Theorem 1 LB A с 4 m 1 m
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