In example 3.5 (p. 114), what would be the reaction at roller B if the distributed load was changed from 500 lb/ft to 600 lb/ft? By = 4850 lb By = 6240 lb By = 7100 lb By = 5400 lb

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In example 3.5 (p. 114), what would be the reaction at roller B if the distributed load was changed from 500 lb/ft to 600 lb/ft?  By = 4850 lb  By = 6240 lb  By = 7100 lb   By = 5400 lb

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