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welcome we are continuing support reaction same title as last time you can write support reactions for simply support beam subjected to uniformly varying load represented by a triangle in general continue see last time I solved a question where I took one side as a other is B there is no link between A and B so therefore it involved little lengthy calculation not all that lengthy in front of that question all the questions we are solving now 29 coming up 30 31 32 they are very very easy first of all I should not solve any of the questions I should just just give 29 questions answer 30 question answer that way I should give why previous was a critical question if that is clear entire this sorry this calculation of this reaction for this type of load should be crystal clear now regarding centroid all I already told long long back earlier many many times last class again and again I told so now if somebody is not able to understand something remember as I told earlier heamp;#39;s not fit