Test: Moment Area Theorems - 2 - Civil Engineering (CE) MCQ
12 Questions MCQ Test - Test: Moment Area Theorems - 2
Point A is pin joint and B is roller. A load of 40KN is applied at point C.
Length of AC is 2m and d same goes for beam CB.
What is the shape for SFD of this diagram?
Length of AC is 2m and d same goes for beam CB.
Point A is pin joint and B is roller. A load of 40KN is applied at point C.
Length of AC is 2m and d same goes for beam CB.
Q. What is the shape of BMD for this diagram?
Length of AC is 2m and d same goes for beam CB.
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Point A is pin joint and B is roller. A load of 40KN is applied at point C.
Length of AC is 2m and d same goes for beam CB.
Q. Where is the peak point of SFD?
Length of AC is 2m and d same goes for beam CB.
Point A is pin joint and B is roller. A load of 40KN is applied at point C.
Length of AC is 2m and d same goes for beam CB.
Q. What is the peak value of BMD of this figure (all options are in KN-m)?
Point A is pin joint and B is roller. A load of 40KN is applied at point C.
Length of AC is 2m and d same goes for beam CB.
Q. What should be the area that should be considered if we want to find slope at point B wrt initial beam?
Point A is pin joint and B is roller. A load of 40KN is applied at point C.
Length of AC is 2m and d same goes for beam CB.
Q. What is the value of slope at point B wrt initial beam?
Point A is pin joint and B is roller. A load of 40KN is applied at point C.
Length of AC is 2m and d same goes for beam CB.
Q. To calculate maximum deformation in the deflected beam, which part of the area should be considered?
Point A is pin joint and B is roller. A load of 40KN is applied at point C.
Length of AC is 2m and d same goes for beam CB.
Q. To calculate maximum deformation in deflected beam, about which point should we take moment of the required part of area?
Point A is pin joint and B is roller. A load of 40KN is applied at point C.
Length of AC is 2m and d same goes for beam CB.
Q. What is the value of maximum deformation in this case?
Point A is pin joint and B is roller. A load of 40KN is applied at point C.
Length of AC is 2m and d same goes for beam CB.
Q. To calculate relative deflections of tangents at point A and B at point B, about which point should we moment of the required part of area?
Point A is pin joint and B is roller. A load of 40KN is applied at point C.
Length of AC is 2m and d same goes for beam CB.
Q. To calculate relative deflections of tangents at point A and B at point B, which part of area should be considered?
Point A is pin joint and B is roller. A load of 40KN is applied at point C.
Length of AC is 2m and d same goes for beam CB.
Q. What will be the value of relative deflections of tangents at point A and B at point B?
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