1. Determine the End Moments of the Frame Shown. Use the Slope Deflection Method. E = 200 GPA, IColumns = 300x106 mm4, I
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1. Determine the End Moments of the Frame Shown. Use the Slope Deflection Method. E = 200 GPA, IColumns = 300x106 mm4, I
1. Determine the End Moments of the Frame Shown. Use the Slope Deflection Method. E = 200 GPA, IColumns = 300x106 mm4, IBeams = 250x106 mm4. Distance are in meters. Show complete Solutions (Answer this) There is a support settlement of 5 mm downward at A. 8 kN 7 5 24 kN/m 5 E 10 kN 10 kN