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Find the vertical displacement of joint C. Assume a= 1.5 m, b = 2 m, P=...
2. Find the vertical displacement of joint C. Assume a- 1.5 m, b= 2 m, P=...
2. Find the vertical displacement of joint C. Assume a- 1.5 m, b= 2 m, P= 5 kN. AE = const for all bars. 35 pts.
4 m 1.5 m 2 m 2 m 2 m 2 m Figure 1: Loaded truss...
4 m 1.5 m 2 m 2 m 2 m 2 m Figure 1: Loaded truss The truss ilustrated in figure 1 is loaded by a vertical load P at E as illus a) Find the vertical displacement in the trus at point E us enerey AE is constant in alf the bars of the truss. ing the prinsipal of minimum potential he vertical displacement of point E if all the bars have a diameter of D 0 GPa and...
2. Determine the vertical displacement of joint D. Use the method of virtual work. AE is...
2. Determine the vertical displacement of joint D. Use the method of virtual work. AE is constant. Assume the members are pin connected at their ends. 0 0 ooo 0 0 Oo 3 m ВГ –4 m t 15 KN 20 KN
5. In which frame is the horizontal displacement of joint C larger? Assume Er = const....
5. In which frame is the horizontal displacement of joint C larger? Assume Er = const. Justify your opinion. 10 pts. 5B I Р P H/2 H/2 L H Н
2. Determine the vertical displacement at joint B and horizontal displacement at joint D using Castigliano's...
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
20 kN 5 Determine the vertical displacement of joint B. Assume the members are pin connected...
20 kN 5 Determine the vertical displacement of joint B. Assume the members are pin connected at their end points. Take A = 200 mm and E= 200 GPa for each member. Use the method of virtual work. 12 kN #m B 4 m
Please show all work 4 kN 2. Use Castigliano's theorem to find the vertical displacement of...
Please show all work
4 kN 2. Use Castigliano's theorem to find the vertical displacement of joint C on the truss. The cross- sectional area of each member is 100 mm2. Take E = 200 GPa. 1.5 m
Use the stiffness method to determine the horizontal and vertical components of the displacement at Joints...
Use the stiffness method to determine the horizontal and vertical components of the displacement at Joints C and D. For all bars, E = 206.8 GPa and A = 1290 mm². Take i = 70 kN and j = 80 kN. 3.66 m 4.88 m Joint C: a) Az = b) 4y = Joint D: c) 4, = d) 4, =
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)
Solve It fast Please Q3: Determine the vertical and horizontal displacement of joint A for the...
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)
2. Find the vertical displacement of joint C. Assume a- 1.5 m, b= 2 m, P= 5 kN. AE = const for all bars. 35 pts.
4 m 1.5 m 2 m 2 m 2 m 2 m Figure 1: Loaded truss The truss ilustrated in figure 1 is loaded by a vertical load P at E as illus a) Find the vertical displacement in the trus at point E us enerey AE is constant in alf the bars of the truss. ing the prinsipal of minimum potential he vertical displacement of point E if all the bars have a diameter of D 0 GPa and...
2. Determine the vertical displacement of joint D. Use the method of virtual work. AE is constant. Assume the members are pin connected at their ends. 0 0 ooo 0 0 Oo 3 m ВГ –4 m t 15 KN 20 KN
5. In which frame is the horizontal displacement of joint C larger? Assume Er = const. Justify your opinion. 10 pts. 5B I Р P H/2 H/2 L H Н
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
20 kN 5 Determine the vertical displacement of joint B. Assume the members are pin connected at their end points. Take A = 200 mm and E= 200 GPa for each member. Use the method of virtual work. 12 kN #m B 4 m
Please show all work
4 kN 2. Use Castigliano's theorem to find the vertical displacement of joint C on the truss. The cross- sectional area of each member is 100 mm2. Take E = 200 GPa. 1.5 m
Use the stiffness method to determine the horizontal and vertical components of the displacement at Joints C and D. For all bars, E = 206.8 GPa and A = 1290 mm². Take i = 70 kN and j = 80 kN. 3.66 m 4.88 m Joint C: a) Az = b) 4y = Joint D: c) 4, = d) 4, =
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)
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)
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