Highway Engineering Number of cotters used in CST-9 sleepers is 2 4 5 3 2 4 5 3 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The transition curve used in the horizontal alignment of highways as per IRC recommendations is lemniscate Any of these cubic parabola spiral lemniscate Any of these cubic parabola spiral ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The desirable length of overtaking zone as per IRC recommendation is equal to five times the overtaking sight distance three times the overtaking sight distance two times the overtaking sight distance overtaking sight distance five times the overtaking sight distance three times the overtaking sight distance two times the overtaking sight distance overtaking sight distance ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering For a 8° curve track diverging from a main curve of 5° in an opposite direction in the layout of a broad gauge yard, the cant to be provided for the branch track for maximum speed of 45 km/h on the main line and ‘G’ = 1.676 m is (Permitted cant deficiency for the main line = 7.6 cm) 0.168 cm -0.168 cm 7.768 cm 7.432 cm 0.168 cm -0.168 cm 7.768 cm 7.432 cm ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Normally maximum cant permissible in Meter Gauge is 140 mm 90 mm 165 mm 75 mm 140 mm 90 mm 165 mm 75 mm ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Which of the following shapes is preferred in a valley curve ? simple parabola lemniscate cubic parabola spiral simple parabola lemniscate cubic parabola spiral ANSWER DOWNLOAD EXAMIANS APP
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