Using the force method, calculate the bending momentat 𝐷D for this one-fold statically indeterminate frame.Ignore the axial and shear deformations andconsider 𝐸𝐼EI constant for the whole frame.
Please use the gradual solution below andrelease 𝑀𝐼MI as the redundant moment.Take 𝐚=16 kNa=16 kN and 𝐿=1.8 mL=1.8 m.
Using The Force Method Calculate The Bending Moment At Dd For This One Fold Statically Indeterminate Frame Ignore The 1 (78.31 KiB) Viewed 59 times
Week 5, Question 1: Using the force method, calculate the bending moment at D for this one-fold statically indeterminate frame. Ignore the axial and shear deformations and consider EI constant for the whole frame. Please use the gradual solution below and release M, as the redundant moment. Take a = 16 kN and L = 1.8 m. *** 3 m B Check -2 m D kN m kN m с E a -2 m Part 3) Calculate the real bending moment at D kN m MD = F G Part 1) Draw the bending moment diagram of the primary structure and calculate the bending moment at A, D and H. a) M₁ = kN m b) M = c) M = 2 m- H Part 2) Draw the bending moment diagram of the redundant structure when applying a counter-clockwise unit moment at I. Calculate the bending moment at A, D and H. kN m a) m₁ = kN m b) mp = c) mH = kN m
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