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Portalio Problems-Virtal Work M ork Method Problem 3 For the frame structure below: a) Use the me...
Can you please use Castalianos method. thanks. Question # B: For the shown frame in the...
Can you please use Castalianos method. thanks.
Question # B: For the shown frame in the figure, use the virtual work method to determine a) the rotation of joint D and b) the vertical deflection at joint E. 15 kN/m E 21 F 2 Hinge 2 D 2 65I kN 3 m -3 m m. 5 m E- 200 GPa 1 H350 (106) mm4
Problem #4: Determine the horizontal deflection at joint C of the frame shown in the Figure inclu...
A=1200mm2
Problem #4: Determine the horizontal deflection at joint C of the frame shown in the Figure including the effect of axial deformations, by the virtual work method. El- constant, E 70 GPa, l = 554(106) mmt (25 Points) 10 m 15 kN/m -75 kN- 6 m BHinge 6 m
Problem #4: Determine the horizontal deflection at joint C of the frame shown in the Figure including the effect of axial deformations, by the virtual work method. El- constant, E...
(3) Use the method of virtual work to determine the slope and the yertical deflection at...
(3) Use the method of virtual work to determine the slope and the yertical deflection at (10 points) point C 120 kN m 100 kN A В 6 m 3m 21 E constant 70 GPa I = 500 (106) mm
*9–40. Use the method of virtual work and determine the slope at A of the beam...
*9–40. Use the method of virtual work and determine the slope at A of the beam made from steel. E = 200 GPa, 1 = 100(106) mm. 9-41. Solve Prob. 9–40 using Castigliano's theorem. 40 kN 40 KN 1.5 m +1.5 m-+-1.5m-+-1.5m-- Probs. 9–39/40/41 9-42 Determine the displacement at point I Ise the
2. (20 points) Using the unit load method (virtual work), find the horizontal displacement of node...
2. (20 points) Using the unit load method (virtual work), find the horizontal displacement of node 3 (joint 3) of the truss shown in the figure. ? R All areas = 50 mm 2 E = 200 GPa 15 kN 2 60 L4 m
Please becareful with your handwrite, thats the third time i asked for this Question, also dont m...
please becareful with your handwrite, thats the third time i asked
for this Question, also dont make it as PDF just normal pic will be
ok
Porttolio Problems Week 5 Portfolio Problems-Slope-Deflection Method Problem 1 a) By using the slope-deflection method determine the moments at A, B and C and then draw the moment and shear diagrams. Assume the support at B is a roller and A and C are fixed. b) Use SpaceGass to determine the moments at A,...
Please help 8 N 7 virtual work truss and frame thod of Virtual Work: Trusses 1...
Please help
8 N 7 virtual work truss and frame thod of Virtual Work: Trusses 1 of 6 Part B-Vertical dsplacement sing the method of virtual work. Use the method of virtual work to determine the vertical displacement of joint E due to the applied loads. Let a positive answer represent an upward displacement and a negative answer regresent a downward displacement The principle of virtual work, also referred to as the unit- load method, provides a method for determining...
Name 1Pag Question 1 (35 marks) Use the method of virtual work to determine the vertical displace...
structure design
Name 1Pag Question 1 (35 marks) Use the method of virtual work to determine the vertical displacement of joint C of the truss below The cross-sectional area of each member is A 300 mm2 and E- 200 GPa Note 1 GPa -1.0 x 10 kN/m 1 mm2-10 x 10-*m2 3 kN 2 m 2 m 1.5 m EA Set out wour computations as follows (a) Find the reactions at hinge support E and at roller support A b)...
Determine the horizontal displacement at A. Take E = 200 GPa. The moment of inertia of...
Determine the horizontal displacement at A. Take E = 200 GPa. The moment of inertia of each segment of the frame is indicated in the figure. Assume D is a pin support. Use the method of virtual work. Prob. 8-44 60 kN/m B 1pc = 300(10%) mm 8 m AB= 200(106) mm IcD = 200(10%) mm 6 m
tatically determinate or indeterminate frame analysis by the stiffness method (45 marks) a) Determine the stiffine...
tatically determinate or indeterminate frame analysis by the stiffness method (45 marks) a) Determine the stiffiness matrix of the frame of problems 16.5 and 16.6 (p. 619). Indicate the degrees-of freedom in all the stiffness matrices. b) D Q4. S (10 marks) etermine all the displacement components at node 2 and all the reactions including the reactions at node 2. Show all calculations. c) (18 marks) of the frame on the compression side showing all the salient values (5 marks)...
Can you please use Castalianos method. thanks.
Question # B: For the shown frame in the figure, use the virtual work method to determine a) the rotation of joint D and b) the vertical deflection at joint E. 15 kN/m E 21 F 2 Hinge 2 D 2 65I kN 3 m -3 m m. 5 m E- 200 GPa 1 H350 (106) mm4
A=1200mm2
Problem #4: Determine the horizontal deflection at joint C of the frame shown in the Figure including the effect of axial deformations, by the virtual work method. El- constant, E 70 GPa, l = 554(106) mmt (25 Points) 10 m 15 kN/m -75 kN- 6 m BHinge 6 m
Problem #4: Determine the horizontal deflection at joint C of the frame shown in the Figure including the effect of axial deformations, by the virtual work method. El- constant, E...
(3) Use the method of virtual work to determine the slope and the yertical deflection at (10 points) point C 120 kN m 100 kN A В 6 m 3m 21 E constant 70 GPa I = 500 (106) mm
*9–40. Use the method of virtual work and determine the slope at A of the beam made from steel. E = 200 GPa, 1 = 100(106) mm. 9-41. Solve Prob. 9–40 using Castigliano's theorem. 40 kN 40 KN 1.5 m +1.5 m-+-1.5m-+-1.5m-- Probs. 9–39/40/41 9-42 Determine the displacement at point I Ise the
2. (20 points) Using the unit load method (virtual work), find the horizontal displacement of node 3 (joint 3) of the truss shown in the figure. ? R All areas = 50 mm 2 E = 200 GPa 15 kN 2 60 L4 m
please becareful with your handwrite, thats the third time i asked
for this Question, also dont make it as PDF just normal pic will be
ok
Porttolio Problems Week 5 Portfolio Problems-Slope-Deflection Method Problem 1 a) By using the slope-deflection method determine the moments at A, B and C and then draw the moment and shear diagrams. Assume the support at B is a roller and A and C are fixed. b) Use SpaceGass to determine the moments at A,...
Please help
8 N 7 virtual work truss and frame thod of Virtual Work: Trusses 1 of 6 Part B-Vertical dsplacement sing the method of virtual work. Use the method of virtual work to determine the vertical displacement of joint E due to the applied loads. Let a positive answer represent an upward displacement and a negative answer regresent a downward displacement The principle of virtual work, also referred to as the unit- load method, provides a method for determining...
structure design
Name 1Pag Question 1 (35 marks) Use the method of virtual work to determine the vertical displacement of joint C of the truss below The cross-sectional area of each member is A 300 mm2 and E- 200 GPa Note 1 GPa -1.0 x 10 kN/m 1 mm2-10 x 10-*m2 3 kN 2 m 2 m 1.5 m EA Set out wour computations as follows (a) Find the reactions at hinge support E and at roller support A b)...
Determine the horizontal displacement at A. Take E = 200 GPa. The moment of inertia of each segment of the frame is indicated in the figure. Assume D is a pin support. Use the method of virtual work. Prob. 8-44 60 kN/m B 1pc = 300(10%) mm 8 m AB= 200(106) mm IcD = 200(10%) mm 6 m
tatically determinate or indeterminate frame analysis by the stiffness method (45 marks) a) Determine the stiffiness matrix of the frame of problems 16.5 and 16.6 (p. 619). Indicate the degrees-of freedom in all the stiffness matrices. b) D Q4. S (10 marks) etermine all the displacement components at node 2 and all the reactions including the reactions at node 2. Show all calculations. c) (18 marks) of the frame on the compression side showing all the salient values (5 marks)...
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