The beam is acted upon by force F = 17 kN as shown in the figure.    What is the shear force in section C in kN.  Find the moment of area of the fiber 30 mm above the bottom of the beam about the neutral axis in mm3.  find the shear stress in MPa at a point 30 mm above the bottom of the beam at secti

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A: here, F1=790 lbF2=610 lbw= 140 lb/fta=6 ftb=13.8 ftc= 4.8 ft

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