Question: ( 1 . ) l = 3 6 0 c m R = 1 6 c m h = 1 5 0 c m F

(1.)
l=360cm
R=16cm
h=150cm
F=403kN
(Force F is parallel with the xy plane. Point Q is of 0.8R distance from the beam axis.)
a) Determine the internal force components at the section of the column next to the support and sketch them in a view opposite the arrow of axis x.
b) Find normal and shearing stresses at point Q of the cross section next to the support. Indicate the direction of shearing stress as well.
c) Explain the steps of finding the direction of the shearing stress at point A of the cross section. Show the steps in a freehand sketch.
( 1 . ) l = 3 6 0 c m R = 1 6 c m h = 1 5 0 c m F

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