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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 iner- tia 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 beam with an overhang is loaded by a uniform load of 3 kN/m over its entire length. Moment of iner- tia  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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