:Determine the deflections at B and C for the beam shown in Fig. 2 using the moment- area method. Also, determine the slope at D. EI is constant. E = 20,000 ksi and I = 31500 in.*. 1.5 k/ft 30 k Fig. 2 A B C - 6 ft 4 ft - 5 ft

1. Determine the beam For the beams and loading shown below, EI is constant deflection at point C. 12 KN 10 kN/m A IC 2 m. 5 m 3. m

QUESTION 2 - BEAM For the beam shown below, determine the vertical deflection at point B by using the virtual work method. EI is constant. -5 ft A -5 ft 12 k Į -5 ft B -5 ft- 70 k-ft Fig. 2

Determine the Horizontal Deflection at B of Frame shown in inches unit. Use the Virtual Work Method. Distances are in feet. Show complete Solutions 18k/ft 12k/ft YHINGE 1 D 15k 21 5 1.51 1.51 3 E= 29x10' ksi I= 40 in 4 1. What is the Horizontal Reaction at A? [ Select ] 2. What is the Vertical Reaction at A? [Select] 3. What is the Horizontal Reaction at E? ISelect ] 4. What is the Vertical Reaction at E? [Select] 5. What is the Horizontal Deflection at B? I Select ]

2. Use the virtual work method to determine the horizontal deflections at joint C of the frame shown. 20 kN B B 3 kN/m olish br 10 m H C 10 m El= constant E = 200 GPa 1=400(106) mm²

Do not give answer in image formet and hand writing

2. Determine the deflection at the midspan of the beam shown below. El is constant. Ami 1 m 10 KN 1 m 5 kN/m 21 2 m TTTTT B

Use the moment-area method to determine the lateral deflection at point D for the structure shown in Figure 1. 59 kN 100 kN 1m - 1m B D E = 200 GPa I = 1x10-4 m* 4 m A TTTT t

Rod AB is made of steel (E = 29x106 psi), and rod BC is made of aluminum (E = 10.4x106 psi). If force Q = 10 kips, R =5 kips and P = 5 kips, find the deflections of points B and D. %3D 24 in 10 in- 10 in A B C R D 1 in diameter 3 in diameter