Question 11A 12-degree simple curve i5 to lbetween the tired and pavementened fon a maximum speed of 88 kph. The coefficient of frictionthat is the reguired super-elevation in percent?O A7.87OB.8.11OC 63.8O0.23.8OE None of the aboveQuestion 11 of 50A Moving to another question will save this response.acerF10F11F12PrtScPauseDelНomePgF3F4F5F6F7F8F9Scr LkSysRqBreakInsCoca&Backspace€7P

Question 11 A 12-degree s imple curve is to between the tired and pavement is designed for a maximum speed of 88 kph. The coefficient of friction 40. What is the required super-elevation in percent? OA7.87 OB.B.11 OC 63.8 D.23.8 CE None of the above A Moving to another question will'save this response Question 11 of 50

Question 11 A 12-degree s imple curve is to between the tired and pavement is designed for a maximum speed of 88 kph. The coefficient of friction 40. What is the required super-elevation in percent? OA7.87 OB.B.11 OC 63.8 D.23.8 CE None of the above A Moving to another question will'save this response Question 11 of 50

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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A H.C questions .pco | C/Users/anwar/Downloads/Telegram%20Desktop/H.C%20questions%20 %20.pdf Maps ID Page view A Read aloud Highlight Erase Q6. Given horizontal curve has two-lanes with lower-than-average coefficient of side friction (0.1) and no superelevation. The lane width is 4-meter. The curve has a radius of 500 meter and a design speed of 80 km/hr check the safety of this curve. How can you show this?