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A Simply supported wood beam AB with span length Labm Carries trapezoidal distributed load of eatersita q=vikula at the best

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WKNlm ZkNlm B A 6m RA+RB= (1 x 226) + (6X2) RA+RB = 18 KN MOB=0 GRA - (246X61) +(* * 2X6) (23X6) RA = 10 KN RB = 8KN NOCH BMDGmax = 8.67 MPal beam given as & now bending stress in M I 6 13.54 x 10°x (259) h= 250 mm O 6mux= Mmax y (150x2508) 12. b=150i hope this will help you.????

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