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P11.046 (Multistep) A W530 X 66 structural steel [E = 200 GPa) wide-flange shape is loaded and supported as shown in the figux Incorrect. The total deflection at B is the sum of the deflection due to the uniformly distributed load w and the support rPart 5 Calculate the reaction force Ay and the reaction moment MA acting on the beam. Positive values for the reactions are iPart 6 Determine the maximum magnitude moment at any location in the beam and the maximum magnitude bending stress at any loc

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ifи Beam: w = 66 kN/m HS3o466 으 . 5 1,- 351 ч. ч Tx = 3.514104 my we use force ст. find the method to reaction = -8mm Часа IIAytBy = WX (a+b) Au +242.30 = 66*6.8 | Ay= 206.50 kn 11 up worde Moment at A=) 242.30*5.5 - 66x6:8( 68/2) =) 1332.659 -1525부 419 얗 쁩 [S=1-3374103] 193.27 4 100 r 1-337 103 1 y = IUU554.97 Mmm2 에 MPa.comment if answer mismatch i will recheck... Comment if any doubt regarding the problem thank you

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