5. A traffic accident occurred along the North Diversion road at 6:00 AM. The flow rate on the expressway at this time of day was 53 rehicles per min. The normal freeway capacity is 75 vehicles per ninute but it was reduced to 21 vehicles per minute due to the traffic accident. The traffic was cleared by the MMDA after an hour minutes. ) Determine the max. length of the queue before the blockage was emoved 3) Determine the time that the vehicles waited for the long queue efore the blockage was cleared C) What time was the queue cleared?

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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5. A traffic accident occurred along the North Diversion road at 6:00
AM. The flow rate on the expressway at this time of day was 53
vehicles per min. The normal freeway capacity is 75 vehicles per
minute but it was reduced to 21 vehicles per minute due to the traffic
accident. The traffic was cleared by the MMDA after an hour minutes.
A) Determine the max. length of the queue before the blockage was
removed
B) Determine the time that the vehicles waited for the long queue
before the blockage was cleared
C) What time was the queue cleared?
Transcribed Image Text:5. A traffic accident occurred along the North Diversion road at 6:00 AM. The flow rate on the expressway at this time of day was 53 vehicles per min. The normal freeway capacity is 75 vehicles per minute but it was reduced to 21 vehicles per minute due to the traffic accident. The traffic was cleared by the MMDA after an hour minutes. A) Determine the max. length of the queue before the blockage was removed B) Determine the time that the vehicles waited for the long queue before the blockage was cleared C) What time was the queue cleared?
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