Deflection of Beams Use Conjugate Beam Method Given: X - 274 у-74 а-8 b - 4 C- 9 A kN/m B 10 m 16. What is the deflection at a point 2 m left from A? (N/m³)/EI 17. What is the deflection at a point 2 m from B? (N/m³)/EI 18. What is the slope at a point 2 m left from A? (N/m²)/EI 19. What is the slope at a point 2 m from B? (N/m2)/EI 20. What is the deflection between the supports A and B? (m)

3) Compute the vertical and horizontal deflections of B by the virtual work method. Given E=200GPa and I=108mm4. 15kN B 5kN 20 4m U 2m. 70 12m mx 2.5m C A 50kN m A A 2.5m smy D E W V P FE BOTH 2

* Question Completion Status: Question 3 Using Double Integration Method (DIM) with origin taken at point A where 0 s x s 6ft, with RA= 50k (upward) and Rp=10k (upward), 90 kips A 2 ft 2 ft 2 ft 30 kips Calculate the deflection at C in terms of constant E1? Ozero/EI 37/EI O-146.67/EI -73.33/EI -173.33 EI nere to search Ai

Deflection of Beams Use Conjugate Beam Method Given: X - 274 у-74 а-8 b - 4 C- 9 A kN/m 10 m 16. What is the deflection at a point 2 m left from A? (N/m³)/EI 17. What is the deflection at a point 2 m from B? (N/m³)/EI 18. What is the slope at a point 2 m left from A? (N/m²)/EI 19. What is the slope at a point 2 m from B? (N/m²)/EI 20. What is the deflection between the supports A and B? (m)