1:32Xlll 56%31. Shear force equation for segment BC.a.7.35KN-0.15x2(KN/m2)b.7.26KN-0.18x2(KN/m2)c. 7.28KN-0.20x2(KN/m2)d. 7.6KN-0.19x2(KN/m2)32. Bending moment equation forsegment BC.a. 7.35x(KN)-0.05x3(KN/m2)-34.3KN.mb. 7.26x(KN)-0.07x3(KN/m2)-35.3KN.mc.7.28x(KN)-0.06x3(KN/m2)-33.4KN.md. 7.6x(KN)-0.08x3(KN/m2)-32.4KN.m33. The distance between point A and the *shear force VAB=0a. 1.9074mb. 1.9074mmc. 1.8074md. 1.8074mm B. Derive the shear forceequation,bendingmoment equation forthe beam shown. Neglect the weight ofthe beam.2.1 kN/mCB5 m-Determine the following:26. Reaction support at point A.-2m-

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Answered: 31. Shear force equation for segment…

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