An intersection has a four-phase signal with the movements allowed in each phase and corresponding analysis andsaturation flow rates shown in the table below.PhaseAllowed movementsAnalysis flow rateSaturation flow rateO 116.466 secO 97.315 secO 104.693 sec1EB L, WB L245, 230 veh/h1750, 1725 veh/hCalculate the optimum cycle length (Assume 4 seconds lost time per phase)O 101.399 sec2EB T/R, WB T/R975, 1030 veh/h3350, 3400 veh/h3SB L, SB T/R255, 235 veh/h1725, 1750 veh/h4NB L, NB T/R225, 215 veh/h1700, 1750 veh/h

Terms used in given question q = normal flow S = saturation floe Critical ratio (y) = q/s Total…

An intersection has a four-phase signal with the movements allowed in each phase and corresponding analysis and saturation flow rates shown in the table below. Phase Allowed movements Analysis flow rate Saturation flow rate O 116.466 sec O 97.315 sec O 104.693 sec EB L, WB L 245, 230 veh/h 1750, 1725 velh Calculate the optimum cycle length (Assume 4 seconds lost time per phase) O 101.399 sec 2 EBT/R, WBT/R 975, 1030 vch h 3350, 3400 vehh SBL SB-T/R 255,235 vehh 1725, 1750 vel/b NBL, NBT/R 225, 215 velh 1700, 1750 veh-h

An intersection has a four-phase signal with the movements allowed in each phase and corresponding analysis and saturation flow rates shown in the table below. Phase Allowed movements Analysis flow rate Saturation flow rate O 116.466 sec O 97.315 sec O 104.693 sec EB L, WB L 245, 230 veh/h 1750, 1725 velh Calculate the optimum cycle length (Assume 4 seconds lost time per phase) O 101.399 sec 2 EBT/R, WBT/R 975, 1030 vch h 3350, 3400 vehh SBL SB-T/R 255,235 vehh 1725, 1750 vel/b NBL, NBT/R 225, 215 velh 1700, 1750 veh-h

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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