A simply supported beam of 6m span carries a udl of 10 kN/m over the left support 2 m length and also carries point loads of 15 kN acts at a distances of 4 m respectively from left support. Find the support reactions.
SOLUTIONS: Total load= 10×2+15= 35kN Taking moments about A RB×6 = 15×4+ (10×2) 2/2 RB×6 = 80 RB = 80/6 = 13.33kN RA = Total load – RB RA= 35 -13.33 = 21.67kN