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Q. A crossover is to be laid between two parallel B. G. tracks at 4.725 m centers by using 52 kg, 1 in 8½ and 1 in 12 turnouts. For this layout,
i. Determine the main geometrical parameters for setting out the layout.
ii. Draw a neat single line dimensioned sketch (not to scale) showing the locations of the salient points of the layout.
Non-distortional Prestressing Concrete members deflect due to their own self weight. If prestressing force is applied in such a way that these deflections are eliminated due to
Allowable Strength Design (ASD) Process: - Apply service loads with no load factors - Assume linear elastic analysis of structure - Calculated stresses shall not excee
The oven-dry weight of a pat of clay is 1.17 N and the weight of mercury displaced by it is 0.855 N. suppose the specific gravity of solids as 2.71, verify the shrinkage limit and
what does mean by too short and too long in erroneous tape length?
Scenario: You are working for a structural engineering firm and you have been assigned the task of computing the code checks on a new structural design. Though another commercial p
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III. Calculate the magnitude and sense of the member forces BC, BG and HG using the method of sections
Draw a parabola , height 40mm and bass 120mm using offset method
whether the wall has adequate sliding resistance
Q. Briefly explain about Artificial cut offs? Alignment of a cut off is chosen so that approach and exit ends remain more or less tangential to the river course. A cut off can
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