length-6.2m, reaction time-1.5 sec and lane capacity-800 veh./hr.CH:5Problem 4:Find the maximum limited speed (km/hr) for the vehicle withlength=6.2m, reaction time-1.5 sec and lane capacity-800 veh./hr.1000 V( C=;1(0.28 Vaf+0.01 V2)+L)ক।1000 V800D(0.20 V 1.5+0.01 V2)+6.26202 - 83V +d =0-btvb-4ac-(-83)/(-83)2-4+1•600V:2a201Problein SIn unequal crest vertical curve, a grade (gl of +3 % intersects g2 of-2.4%) at avertex (PI) whose elevation is 405.38m and (PC) Station is (16+00). A 700m verticalcurve is to be extended back from the vertex, and a 500m vertical curve forward toclosely fit ground conditions. Compute and tabulate the curve for stakeout at full (100m)stations.Elev. 405.38PIg2-2.49%.75%PC26+00700m500m:-

Answered: Image /qna-images/answer/7608138a-fd54-427e-a269-70f23c44cd1f.jpg

CH:5 Problem 4: Find the maximum limited speed (km/hr) for the vehicle with length-6.2m, reaction time-1.5 sec and lane capacity-800 veh./hr. 1000 V C70.28 Vat+0.01 V)+L 1000 V 800 %3D 0.28 V 1.5+0.01 v2)+6.2 620 v2 -83V+ =0 -btvb-4ac-(-83)/(-83)²-4+1•600 2a 201

CH:5 Problem 4: Find the maximum limited speed (km/hr) for the vehicle with length-6.2m, reaction time-1.5 sec and lane capacity-800 veh./hr. 1000 V C70.28 Vat+0.01 V)+L 1000 V 800 %3D 0.28 V 1.5+0.01 v2)+6.2 620 v2 -83V+ =0 -btvb-4ac-(-83)/(-83)²-4+1•600 2a 201

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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