
Concept explainers
For item #3. What is the moment due to the reaction force at A?
192.5 KN-m
157.5 KN-m
175.0 KN-m
82.5 KN-m
For item #4. What is the moment due to the reaction force at D?
112.5 KN-m
137.5 KN-m
125.0 KN-m
202.5 KN-m
For item #5. What is the moment due to the point load at B?
–80.0 KN-m
–120.0 KN-m
–140.0 KN-m
–150.0 KN-m
What is the Area at A1?
673.75 KN- m²
551.25 KN- m²
123.75 KN- m²
192.5 KN- m²
What is the Area at A2?
281.25 KN- m²
343.75 KN- m²
911.25 KN- m²
112.5 KN- m²
What is the Area at A3?
–160.0 KN- m²
–240.0 KN- m²
–490.0 KN- m²
–375.0 KN- m²
What is the deviation of point C to the tangent drawn from point A, tC/A?
What is the deviation of point D to the tangent drawn from point A, tD/A?
What is the deflection at point C, δC?



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