Q3: Determine the vertical and horizontal displacement of joint A for the truss shown in Fig....
Q3: Determine the vertical and horizontal displacement of joint A for the truss shown in Fig. (3), each bar is made of steel and has the cross-sectional area of 400mm?. Take E = 200 GPa. Use the method of virtual work. E D 00. 2 m СІ Ao cocoa B 1.5 m 1.5 m 20 KN 40 kN Fig. (3)
i need the answer quickly fast as you can Q3: Determine the vertical and horizontal displacement of joint A for the truss shown in Fig. (3), cach bar is made of steel and has the cross-sectional area of 400mm? Take E = 200 GPa. Use the method of virtual work. 25% E 2 m А. cool B 1.5 m -1.5 m 20 KN 40 KN
Solve It fast Please Q3: Determine the vertical and horizontal displacement of joint A for the truss shown in Fig. (3). cach bar is made of steel and has the cross-sectional area of 400mmº. Take E = 200 GP. Use the method of virtual work. 25% E OO D 2 m AAS ered B -1.5 m -1.5 m 20 KN 40 KN Fig. (3)
stion 1 Determine the total vertical displacement of joint A (due to the load and tempreature change). Each bar is made of steel and has a cross-sectional area of 600 mm². Take E - 2001 GPa. Use the method of virtual work. Members AB and BC are subjected to temperature raise AT = +60 °C use a= 1.2 (10-5)/°C —15 m- 1.5m 10 KN
15 m B- Question 3: Each member of the truss shown is made of steel (E- 2 1 0 GPa ) and has a cross-sectional area of A If you know that the joint E subjected to horizontal load 16-kN Determine: .The horizontal displacement of point E . The vertical displacement of point C. 400 mm2 0.8m 16 KN 15 m B- Question 3: Each member of the truss shown is made of steel (E- 2 1 0 GPa )...
A-2 Determine the vertical displacement of joint 1. Each bar is made of steel and has the cross-sectional area shown. Take E = 29(10) ksi. Use the method of virtual work. E 2 in? D 2 in? 2 in? 3 in? 3 in 8 ft 3 in с 8 ft 8 ft 3kV 6k
oblem 2 etermi ine the vertical displacement at joint A. Each bar is made of eel and has a cross sectional area of 600 mm. Take E-200GPa. se virtual work method. ВС 2.5 15m 15 m 10 kN OKN
2. Determine the vertical displacement at joint B and horizontal displacement at joint D using Castigliano's Second Theorem. The truss is pinned and roller at A and C, respectively. Use, E = 200 GPa and A = 2400 mm. E = 200 x 10°N/m². 20 KN 60 CAB 4 m 3m 3m
Question 5 The members of the truss shown are made of steel and have the cross-sectional areas shown. Use the work energy method to determine the vertical deflection of joint C caused by the application of the 210 kN load. E = 200 GPa 15 m 1200 L5 m 210 kN 1800 Question 5 The members of the truss shown are made of steel and have the cross-sectional areas shown. Use the work energy method to determine the vertical deflection...
14–81. Determine the horizontal displacement of jou on the truss. Each A992 steel member has a cross-sect area of 1935 mm. Splacement of joint C 14-82. Determine the horizontal displacement of joint B on the truss. Each A992 steel member has a cross-sectional area of 1935 mm. 10 KN C 75 kN 1.2 m obdo be255 zil bado Todo IA a D - 0.9 m- Probs. 14-81/82