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solution of point of contraflexure
determine the end slope and deflection in the beam
A load of 3000 kN is being taken by a square column footing. Side of the column is 3 m, footing rests on a silty soil with a Poisson's ratio = 0.3. Modulus of elasticity of the soi
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A project requires that activities A and B can be started independently and activities C and D are independent but can be started after A and B have been completed. Activity E can
i would like to get a project done. I have some plans and I need a cost estimate on how much it will cost to get it constructed.
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