Compute the slope and deflection at 3 m from the left support on the beam loaded...

 

Transcribed Image Text:

Compute the slope and deflection at 3 m from the left support on the beam loaded and supported as shown below. E = 200 GPa, I = 75 x 10 mm A. Use Double Integration Method B. Use Moment-Area Method C. Use Conjugate Beam Method 40 KN 30 kN/m 1.5 m 50 kN/m 1.5 m 20 kN/m 4m 2. Compute the slope and deflection at 2 m from the left support on the beam loaded and supported as shown below. E = 200 GPa, I = 125 x 10 mm D. Use Double Integration Method E. Use Moment-Area Method F. Use Conjugate Beam Method 3 m 1m 1.5 m 30 kN Compute the slope and deflection at 3 m from the left support on the beam loaded and supported as shown below. E = 200 GPa, I = 75 x 10 mm A. Use Double Integration Method B. Use Moment-Area Method C. Use Conjugate Beam Method 40 KN 30 kN/m 1.5 m 50 kN/m 1.5 m 20 kN/m 4m 2. Compute the slope and deflection at 2 m from the left support on the beam loaded and supported as shown below. E = 200 GPa, I = 125 x 10 mm D. Use Double Integration Method E. Use Moment-Area Method F. Use Conjugate Beam Method 3 m 1m 1.5 m 30 kN