Question

Please solve the following question using the force method. I need a full solution to check my work. Thanks Will rate thumbs up.

6.2.For the following frames, i)Determine the degree of indeterminancy. ii)Calculate the support reactions. iii) Draw the moment and shear diagrams. a) EAC = 200Gpa, IAB = 250x 106 mm. IBC = 150x 106 mm" 10 KN/m 2m 70 KN 2m

Answer 1

Sol on níven data el REccHions)a (a3

不 miz 구마시 : r)

ST L-I L-2

С НС Rc RA Cons Ple D b4 RC

Foomwe have RA20- RC RA30-3 H 20m 0% we have. Le have

-43.695 ktN 695 kN 3407 kN 3.407 kN 26.305 kN 43.695 kN 26.305 kN 26.593 kN

34.82knm 34.82knm 52.61 knmm bending moment diagram