mer Use the double-integration method to analyze the loaded beam with wi 35 kN/m, P = 10 kN, L = 5 m. The aim of the pro

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mer Use the double-integration method to analyze the loaded beam with wi 35 kN/m, P = 10 kN, L = 5 m. The aim of the pro

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Mer Use The Double Integration Method To Analyze The Loaded Beam With Wi 35 Kn M P 10 Kn L 5 M The Aim Of The Pro 1
Mer Use The Double Integration Method To Analyze The Loaded Beam With Wi 35 Kn M P 10 Kn L 5 M The Aim Of The Pro 1 (318.4 KiB) Viewed 13 times
Mer Use The Double Integration Method To Analyze The Loaded Beam With Wi 35 Kn M P 10 Kn L 5 M The Aim Of The Pro 2
Mer Use The Double Integration Method To Analyze The Loaded Beam With Wi 35 Kn M P 10 Kn L 5 M The Aim Of The Pro 2 (312.88 KiB) Viewed 13 times
mer Use the double-integration method to analyze the loaded beam with wi 35 kN/m, P = 10 kN, L = 5 m. The aim of the problem is to determine the deflection midway between A and B, and to calculate the slope at A. Assume El = 5x106 N.m². Hint: Only substitute above values after completing all calculations. You have to write down the correct direction of forces by either a (-) for the negative direction or (+) for the positive direction. Answer the with correct magnitudes with respect to the SI units being asked. You have to use the standard convention. The full question is broken down into sub-steps which you need to answer correctly describing the exact method you need to follow. P W B A L 4/4 C X

a) The value of the vertical reaction force Foy at B in kN [2 marks] b) The value of the vertical reaction force Fay at A in kN [2 marks] C) The reaction moment Maa at x= 2m from A in kN [2 marks] d) The value of the boundary condition C₂ [3 marks] e) The value of the boundary condition C₁ [3 marks] f) The value of the deflection VX-1/2 midspan between A and B in mm [4 marks] The value of the slope Be at B in deg [4 marks]
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