What is the end moment MAB?
0
89.45
49.85
31.15
End moment MBA/MBC?
84.5
72.2
54.8
0
End moment MCB/MCD?
113.73
31.17
89.45
0
End moment MDC?
0
74.96
43.95
27.5
What is the support reaction at A?
15.69
102.49
8.65
153.19
Support reaction at B?
102.49
15.69
153.18
8.64
Support reaction at C?
153.18
15.69
102.49
8.64
Support reaction at D?
8.64
153.18
102.49
15.69
Determine the End Moments of the Beam Shown. Use the Slope Deflection Method. E=200GPa,I=250×106 mm4. Distance are in meters. Show complete Solutions. There is a support settlement of 5 mm downward at B
Determine the End Moments of the Beam Shown. Use the Slope Deflection Method. E=200GPa,I=250×106 mm4. Distance are in me
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Determine the End Moments of the Beam Shown. Use the Slope Deflection Method. E=200GPa,I=250×106 mm4. Distance are in me
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