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Moment Distribution:
You have learnt about moment distribution procedure after deriving the slope deflection equation for the members. The concepts of distribution factor and carryover moment along with basic rules have been explained. The illustrative examples of continuous beams and portal frames with and without sway have been presented.
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1) A propped cantilever beam ABC is 7m long.It has the point C fixed and Point A on a roller support.It carries a 200Kn point load at a distance 3m from A.There is a moment of 80KN
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