Consider the beam shown of EI value 1,815 kNm. A: B The point load applied at...

 

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Consider the beam shown of EI value 1,815 kNm². A: B The point load applied at A is 13 kN and 7 kN/m is applied along span BC. Span AB is 2m in length while span BC is 1m long. Determine the deflection at A, presenting a downward deflection as negative and an upward deflection as positive. Consider the beam shown of EI value 1,815 kNm². A: B The point load applied at A is 13 kN and 7 kN/m is applied along span BC. Span AB is 2m in length while span BC is 1m long. Determine the deflection at A, presenting a downward deflection as negative and an upward deflection as positive.

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To determine the deflection at A we need to calculate the moment of the load about each point along ... View the full answer