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Chapter:

Deflections

What will be modulus of deflection of point A?
B is a hinge support and C is roller support. A and D are free ends. A load of 60 KN acts in downward direction at point D. Sign conventions are as usual.
AB = CD = 1m and BC = 3m
All force options are in kN.
All moment options are in KNM.
All deformation options are in M.
E and I are given.

$What will be modulus of deflection of point A? B is a hinge support and C is roller support. A and D are free ends. A load of 60 KN acts in downward direction at point D. Sign conventions are as usual.\r\n AB = CD = 1m and BC = 3m\r\n All force options are in kN.\r\n All moment options are in KNM.\r\n All deformation options are in M.\r\n E and I are given.\r\n \r\n\r\n$

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Similar Question

This Chapter Deflections consists of the following topics

What will be the modulus of slope at point D?
B is a hinge support and C is roller support. A and D are free ends. A load of 60 KN acts in downward direction at point D. Sign conventions are as usual.
AB = CD = 1m and BC = 3m
All force options are in kN.
All moment options are in KNM.
All deformation options are in M.
E and I are given.

$What will be the modulus of slope at point D? B is a hinge support and C is roller support. A and D are free ends. A load of 60 KN acts in downward direction at point D. Sign conventions are as usual.\r\n AB = CD = 1m and BC = 3m\r\n All force options are in kN.\r\n All moment options are in KNM.\r\n All deformation options are in M.\r\n E and I are given.\r\n \r\n\r\n$

What will be modulus of deflection of point A?
B is a hinge support and C is roller support. A and D are free ends. A load of 60 KN acts in downward direction at point D. Sign conventions are as usual.
AB = CD = 1m and BC = 3m
All force options are in kN.
All moment options are in KNM.
All deformation options are in M.
E and I are given.

$What will be modulus of deflection of point A? B is a hinge support and C is roller support. A and D are free ends. A load of 60 KN acts in downward direction at point D. Sign conventions are as usual.\r\n AB = CD = 1m and BC = 3m\r\n All force options are in kN.\r\n All moment options are in KNM.\r\n All deformation options are in M.\r\n E and I are given.\r\n \r\n\r\n$

U_i is not developed when:-

What will be the modulus of deflection of point A? B is a hinge support and C is roller support. A and D are free ends. A load of 60 KN acts in downward direction at point D. Sign conventions are as usual. AB = CD = 1m and BC = 3m All force options are in kN. All moment options are in KNM. All deformation options are in M. E and I are given.

Deflections

Structural-Analysis