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Part C also ask for the internal bending moment at point D

Consider the beam shown in (Figure 1). Take w = 240 N/m. Follow the sign convention. Determine the internal normal force at p

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240 Nm 1280 N 2t ABC = 1200 N RA ... Poe JBC : moment about A ( 0 )Amb - 2404 84 so 24 OC = 7680 » BC = 1600 ML B 100 = 1600How Now, {fyro RA+ 7 be = 240x8 HRA = 1920–960 ORA = 960 ] Nows calculation of Internal forces. 1280N HAN 12 960 Efnao, TN=12

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Part C also ask for the internal bending moment at point D Consider the beam shown...
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