8kN 7 5 24 kN/m 2 4 5 E 10kN 10kN Determine the end moments of the frame shown. use the slope deflection method. E=200 G

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answerhappygod
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8kN 7 5 24 kN/m 2 4 5 E 10kN 10kN Determine the end moments of the frame shown. use the slope deflection method. E=200 G

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8kn 7 5 24 Kn M 2 4 5 E 10kn 10kn Determine The End Moments Of The Frame Shown Use The Slope Deflection Method E 200 G 1
8kn 7 5 24 Kn M 2 4 5 E 10kn 10kn Determine The End Moments Of The Frame Shown Use The Slope Deflection Method E 200 G 1 (30.18 KiB) Viewed 38 times
8kN 7 5 24 kN/m 2 4 5 E 10kN 10kN Determine the end moments of the frame shown. use the slope deflection method. E=200 Gpa, Icolumns-300x10^6 mm^4, IBeams=250x10^6mm^4. Distance are in meters. Show in complete solutions. "There is a support settlement of 5mm downard at A"
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