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Problem 2: A is fixed and B is free. E-200 GPa, I 100(0...
Problem 3: For the beam shown find the slope and deflection at point B and C...
Problem 3: For the beam shown find the slope and deflection at point B and C 100 KN 300 kN-m 6 m E = constant = 70 GPa 1 = 500 (106) mm Problem 4: For the beam shown find the deflection at point B and the slope at point A 80 KN 12 m 12 m E = constant = 200 GPa I = 600 (106) mm
please help PROBLEM (b) The beam below is made of an Aluminum alloy (E 72 GPa)...
please help
PROBLEM (b) The beam below is made of an Aluminum alloy (E 72 GPa) and has a hollow rectangular cross s of 10 mm (as shown section with external dimensions 80 x 100 mm and a constant wall thicknes on the right hand side). The identical springs have constant k 300 kN/m. A force P is applied in the mid point of the beam. Let P 20 kN, and total beam length is 3 m. Determine the vertical...
(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
Portalio Problems-Virtal Work M ork Method Problem 3 For the frame structure below: a) Use the me...
Portalio Problems-Virtal Work M ork Method Problem 3 For the frame structure below: a) Use the method of Virtual Work to determine the slope and horizontal b) Use SpaceGass to determine the slope and horizontal displacement at c) Compare the results by the two methods and provide a sensible displacement of joint C joint C discussions why they are/are not equal. Take E 200 GPa and /- 200(10) mm 6 kN/m 3 m 2.4 m C 3 kN/m
Portalio Problems-Virtal...
solve for horizontal deflection at point c using virtual work, please show work for reactions and...
solve for horizontal deflection at point c using
virtual work, please show work for reactions and all other
steps
Deflections of Trusses, Beams, and Frames: Work-Energy Methods 30 kN/m 50 KN + B T Hinge 4.5 m E=200 GPa I = 400(106)mm = 225 cm -3 m -3 m $ 4 27 & 7 9 B 3
5. Use the virtual work method using visual integration and only bending deformations to find the indicated deflec...
5. Use the virtual work method using visual integration and only bending deformations to find the indicated deflections/rotations in each structure. Calculate the deflection at point D and the rotation at point B.I-1.46-10'mm and E 200 GPa. (20pts) 80 KN Moment release 60 KN 5 m 5 m 5 m 5 m 6. Use the virtual work method include both shear and bending deformations to determine the vertical deflection and rotation at point B. E-29,000 ksi; G 11000 ksi 1...
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
will rate!! show good work plz! Problem 2) Use the method of superposition to determine V,...
will rate!!
show good work plz!
Problem 2) Use the method of superposition to determine V, (the deflection of point B) of the pictured 8-m long steel beam. The beam experiences a clockwise moment at point A, MA = 80kN m, and a distributed load, w = 40 kN/m acting upwards along the beam from point B to point C. The elastic modulus of steel is E = 200 GPa and the moment of inertia for this beam is I,...
For the beam below, determine the deflection at point C. Use E 200 GPa and I...
For the beam below, determine the deflection at point C. Use E 200 GPa and I = 13.4 x 10 mm". 20 kN/m в С W150 X 24 30 KN -1.6 m-
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 3: For the beam shown find the slope and deflection at point B and C 100 KN 300 kN-m 6 m E = constant = 70 GPa 1 = 500 (106) mm Problem 4: For the beam shown find the deflection at point B and the slope at point A 80 KN 12 m 12 m E = constant = 200 GPa I = 600 (106) mm
please help
PROBLEM (b) The beam below is made of an Aluminum alloy (E 72 GPa) and has a hollow rectangular cross s of 10 mm (as shown section with external dimensions 80 x 100 mm and a constant wall thicknes on the right hand side). The identical springs have constant k 300 kN/m. A force P is applied in the mid point of the beam. Let P 20 kN, and total beam length is 3 m. Determine the vertical...
(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
Portalio Problems-Virtal Work M ork Method Problem 3 For the frame structure below: a) Use the method of Virtual Work to determine the slope and horizontal b) Use SpaceGass to determine the slope and horizontal displacement at c) Compare the results by the two methods and provide a sensible displacement of joint C joint C discussions why they are/are not equal. Take E 200 GPa and /- 200(10) mm 6 kN/m 3 m 2.4 m C 3 kN/m
Portalio Problems-Virtal...
solve for horizontal deflection at point c using
virtual work, please show work for reactions and all other
steps
Deflections of Trusses, Beams, and Frames: Work-Energy Methods 30 kN/m 50 KN + B T Hinge 4.5 m E=200 GPa I = 400(106)mm = 225 cm -3 m -3 m $ 4 27 & 7 9 B 3
5. Use the virtual work method using visual integration and only bending deformations to find the indicated deflections/rotations in each structure. Calculate the deflection at point D and the rotation at point B.I-1.46-10'mm and E 200 GPa. (20pts) 80 KN Moment release 60 KN 5 m 5 m 5 m 5 m 6. Use the virtual work method include both shear and bending deformations to determine the vertical deflection and rotation at point B. E-29,000 ksi; G 11000 ksi 1...
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
will rate!!
show good work plz!
Problem 2) Use the method of superposition to determine V, (the deflection of point B) of the pictured 8-m long steel beam. The beam experiences a clockwise moment at point A, MA = 80kN m, and a distributed load, w = 40 kN/m acting upwards along the beam from point B to point C. The elastic modulus of steel is E = 200 GPa and the moment of inertia for this beam is I,...
For the beam below, determine the deflection at point C. Use E 200 GPa and I = 13.4 x 10 mm". 20 kN/m в С W150 X 24 30 KN -1.6 m-
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
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