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At highway stretches where the required overtaking sight distance cannot be provided, it is necessary to incorporate in such sections the following


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At highway stretches where the required overtaking sight dis
At highway stretches where the required overtaking sight distance cannot be provided, it is necessary to incorporate in such sections the following
At highway stretches where the required overtaking sight dis
At highway stretches where the required overtaking sight distance cannot be provided, it is necessary to incorporate
For a highway with design speed of 100 kmph, the safe overta
For a highway with design speed of 100 kmph, the safe overtaking sight distance is
(assume accelerations as 0.53 m/sec2)
An ascending gradient of 1 in 100 meets a descending gradien
An ascending gradient of 1 in 100 meets a descending gradient of 1 in 50, The length of summit curve required to provide overtaking sight distance of 500 m will be
A train with 120 wagons crosses Arun who is going in the sam
A train with 120 wagons crosses Arun who is going in the same direction, in 36seconds.
It travels for half an hour from the time it starts overtaking the Arun ( he is riding on the horse) before it starts overtaking the Sriram( who is also riding on his horse) coming from the opposite direction in 24seconds.
In how much time (in seconds) after the train has crossed the Sriram do the Arun meets to Sriram
While calculating the overtaking sight distance, the height
While calculating the overtaking sight distance, the height of the object above road surface, is assumed

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Assumptions:
I. Nothing is impossible if proper efforts aremade.
II. Technology needs are different for different sections ofsociety.
III.
It is possible to develop appropriate technologies for various economic sections of the society
Assuming the safe stopping sight distance to be 80 m on a fl
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Stopping sight distance is the minimum distance available on
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A beam of rectangular section 100 mm x 300 mm carries certai
A beam of rectangular section 100 mm x 300 mm carries certain loads such that the Bending Moment at a section A is M ans at another section B it is (M +
C).The distance between the sections A and B is 0.5 m and there are no external loads acting between the twosections.
If the value of C is 10, 000 Nm, then the maximum shear stress is

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