ection Forces O X mber Label S. Axial[kN] Shear[kN] MomentſkN-m] M1 1 23.625 -98 2 23.625 -50.75 -3.5 43.75 23.625 23.625 23.625 4 91 -18.375 -18.375 M2 1 91 54.25 91 3 17.5 -19.25 -18.375 -18.375 -18.375 4 28 5 -56 M3 1 10.5 -56 2 10.5 -35 -56 Mmax 3 10.5 -14 -98 4 10.5 7 10.5 28
ection Forces O X mber Label S. Axial[kN] Shear[kN] MomentſkN-m] M1 1 23.625 -98 2 23.625 -50.75 -3.5 43.75 23.625 23.625 23.625 4 91 -18.375 -18.375 M2 1 91 54.25 91 3 17.5 -19.25 -18.375 -18.375 -18.375 4 28 5 -56 M3 1 10.5 -56 2 10.5 -35 -56 Mmax 3 10.5 -14 -98 4 10.5 7 10.5 28
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Hello tutor, in this question the answer is already given.
From the picture attached, just please help me identify what is the value for
Vmax = ?
Mmax = ?
You can choose for the answer in Vmax in the table Shear (kN)
You can choose for the answer in Mmax in the table Moment (kN m)
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