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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.
A machine weighing 500 kN is mounted on a concrete block resting on soil. The base area of the block is 25 m 2 , and the weight is 100 kN. The coefficient of elastic uniform com
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A simply-supported beam (AB) with an overhang (BC) is illustrated in Figure 1(a), with the cross-sectional details given in Figure 1(b). The dead load comprises self weight only; f
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