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getting a few different answers and not sure what is correct. greatly appriciate the help

Question 2 Simply supported beam ABC is subject to a point load and the patch loads as indicated in Figure Q2. Assume the bea
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ba práturings Cliven E-210 X105 kN/m2 I = 5x105 m 30KN 3 kN/m & kN/m RES bantart chule 3m RA А snel 1 -4m EMC =0 IXO Et RAX7+ GxtC2 #converting structure into uniform structure 3xN/m BOKN 3 kN/m 3kN/m 휴 Using -3mrt um RA = 31.07KN Method. El day -Mx=0 st o al To ie C2 = 0 at y =0 + 0=-31.07x7 +CX7 + 7t 30x 4 6 24 8 6 CA z 189.16. # Cain of deflection at mid ic x=3.5 Ely

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