5-2.2-1: Find the deflection at midspan using a W10X45: 10' .5k/ft 10k 5

2m Q-calculate the vertical movement of points A,B,C + steel wire D=25mm E= 2×10 steel wire D=25mm E = 2×10 4m + A B علي د. على العذاري 40KN 5m 2m useful formula: 6=f, 6 = MY, 7=VQ, 1 = bh³, I = TD4, 5 = 1½ FA² + B² = R² T = Tr, o = TL, solat, D = 2, = Ext, I-Sy²dA, J=D AE 32 I- TD45=4, A²+B²

50KN 50KN (EI constant) %3D B A 4m 8m 2m 1) Calculate the deflection at "C" and the deflection angle at "A" by using Moment area method (Write the answer as the value including the EI.) 2) Calculate the deflection at "C" and the deflection angle at "A" by using Conjugate beam method (Write the answer as the value including the EI.)

9-8. A standard steel 14 in. Schedule 40 pipe carries, a 650 lb load at the center of a 28 in. span, simply supported. Compute the deflection of the pipe at the load. 9-8 O-.055in O-.0057in O-032in -.054in

In the frame shown below, what is the value of vertical reaction force component at C? (note: enter your numeric answer only. No need to enter units. Give your answer to two decimal places) and negative for down. Vertical force component at C, Cy = 2000 N C B. 3 m -2 m 2 m- 60°

Q-4 find the maximum deflaction for the beam is loaded shown in fig боот A B 400 N/m D +* 3M 2M 2m