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A Beam with an Overhang Is Loaded by a Uniform Iz=3.36×106 mm4I_{z}=3.36 \times 10^{6} \mathrm{~mm}^{4}

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A beam with an overhang is loaded by a uniform load of 3 kN/m over its entire length. Moment of inertia Iz=3.36×106 mm4I_{z}=3.36 \times 10^{6} \mathrm{~mm}^{4} and
Distances to top and bottom of the beam cross section are 20 mm and
66)4 mm, respectively. It is known that reactions at A and B are 4.5 kN
And 13.5 kN, respectively. The maximum bending stress in the beam is
Approximately: (A) 36MPa 36 \mathrm{MPa}
(B) 67MPa 67 \mathrm{MPa}
(C) 102MPa 102 \mathrm{MPa}
(D) 119MPa 119 \mathrm{MPa}

 A beam with an overhang is loaded by a uniform load of 3 kN/m over its entire length. Moment of inertia  I_{z}=3.36 \times 10^{6} \mathrm{~mm}^{4}  and Distances to top and bottom of the beam cross section are 20 mm and 66)4 mm, respectively. It is known that reactions at A and B are 4.5 kN And 13.5 kN, respectively. The maximum bending stress in the beam is Approximately: (A)   36 \mathrm{MPa}   (B)   67 \mathrm{MPa}   (C)   102 \mathrm{MPa}   (D)   119 \mathrm{MPa}


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