Q. 1 (C) For the frame shown below, moment MDE = -25 kN.m since it is an overhang. Write the moment equilibrium equation

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Q. 1 (C) For the frame shown below, moment MDE = -25 kN.m since it is an overhang. Write the moment equilibrium equation

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Q 1 C For The Frame Shown Below Moment Mde 25 Kn M Since It Is An Overhang Write The Moment Equilibrium Equation 1
Q 1 C For The Frame Shown Below Moment Mde 25 Kn M Since It Is An Overhang Write The Moment Equilibrium Equation 1 (34.91 KiB) Viewed 15 times
Q. 1 (C) For the frame shown below, moment MDE = -25 kN.m since it is an overhang. Write the moment equilibrium equation for joint D. Find moments Moc and MDA using modified slope-deflection equation. Assume joints A, C to be hinges and D as a rigid joint. Note that moment of inertia for members CD and DE is twice that of the moment of inertia for member DA. Do not solve the equation. (10 points) Note: Modified slope deflection equation in generic form is MaB = 3E K(OA – 4) + (MÃE – Mba) where A is the near end and B is the far end which is hinged while k = 1/L. SO KN/m 2 m B-75 KN Im m- tim m -21 E = constant
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