- Problem 1 Determine The Following Unknowns On The Beam Shown Below Using Double Integration Method Consider 150 Mm X 1 1 (38.09 KiB) Viewed 48 times
- Problem 1 Determine The Following Unknowns On The Beam Shown Below Using Double Integration Method Consider 150 Mm X 1 2 (34.71 KiB) Viewed 48 times
- Problem 1 Determine The Following Unknowns On The Beam Shown Below Using Double Integration Method Consider 150 Mm X 1 3 (35.6 KiB) Viewed 48 times
Problem 1. Determine the following unknowns on the beam shown below using Double Integration Method. Consider 150 mm x 150 mm section and E = 200 GPa. Show complete and organized solution. Round-off your answers to two decimal places. a. Deflection at point B in mm. b. Deflection at point E in mm. C. Slope of the elastic curve at point Din degrees. 38kN 19.00 kN/m 72 kN/m B C E 3.30 m 4m 3 m 3 m
Problem 2. Determine the following unknowns on the beam shown below using Area-Moment Method. Consider 150 mm x 150 mm section and E = 80 GPa. Show complete and organized solution. Round-off your answers to two decimal places. a. Vertical Reaction at B in kN. b. Moment Reaction at A in kN-m. C. Deflection at point in mm. d. Deflection at midspan of AB in mm. 22kN 12.0KN/m / 10 kN/m C 3.1m 3 m
Problem 3. Determine the following unknowns on the beam shown below using Conjugate-Beam Method. Consider 250 mm x 250 mm section and E = 200 GPa. Show complete and organized solution. Round-off your answers to two decimal places. a. Vertical Reaction at C in kN. b. Moment Reaction at Cin kN-m. C. Deflection at point B in mm. d. Maximum deflection on the beam in mm 8 KN 21.0 kN/m . ܠܠܠܠܠܠܠܠ 6.5 m 6.5 m