80 kN 40 KN 60 KN -25 kN/m -10 kN/m LII B B A 13 m 3 m 4 m 2mIm 3 m 3 m Im + (a) (b) Calculate the reactions of these be

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80 Kn 40 Kn 60 Kn 25 Kn M 10 Kn M Lii B B A 13 M 3 M 4 M 2mim 3 M 3 M Im A B Calculate The Reactions Of These Be 1 (34.71 KiB) Viewed 33 times

80 kN 40 KN 60 KN -25 kN/m -10 kN/m LII B B A 13 m 3 m 4 m 2mIm 3 m 3 m Im + (a) (b) Calculate the reactions of these beams at A and B (5 pts for each beam) Calculate the shear and bending moments at 6 m from the left edge of each beam (5 pts each beam) - Note that the first one you do NOT have the full 25 kN/m force over the 6m.. you will need to recalculate the magnitude and location of that one for the segment! Same for (b)! 75 kN