Consider the tabulated design intersection data and based on Webster method, then the number of queued (stopped) vehicles during the red interval for Phase Sis about vehicles. Assuming that Qs is 2200 vphpl. Qa (vph) Yellow All-red ts (sec) Lane 1 Lane 2 Lane 3 (sec) (sec) Phase N 500 600 450 3 Phase S 650 550 500 2 2 Phase EW 300 250 275 2. O a. 12 O b. 15 Oc 22 Od. 18

Consider the tabulated design intersection data and based on Webster method, then the number of queued (stopped) vehicles during the red interval for Phase Sis about vehicles. Assuming that Qs is 2200 vphpl. Qa (vph) Yellow All-red ts (sec) Lane 1 Lane 2 Lane 3 (sec) (sec) Phase N 500 600 450 3 Phase S 650 550 500 2 2 Phase EW 300 250 275 2. O a. 12 O b. 15 Oc 22 Od. 18

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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