4 0.4 0.5 2.5
Answer Discuss in Comment
1.0 0 1.5 0.5
bending stress normal tensile stress pure shear stress normal compressive stress
0 1 2 3
the area of loading diagram from end to that section the bending moment at that section the ordinate of loading diagram at that section the slope of loading at that section
twice the moment of inertia about the centroidal axis three times the moment of inertia about the centroidal axis four times the moment of inertia about the centroidal axis none of the above
the thickness of each plate will be changing the width of the plate will be gradually decreased welding is done additional rivets are provided
B.M. at the section slope at the section S.F. at the section load intensity at the section
greater than 3 0 less than 3 3
parabola with wl /4 max. ordinate rectangle with uniform ordinate wl²/8 triangle with wl²/8 max. ordinate parabola with wl²/8 max. ordinate
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