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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
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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length-6.2m, reaction time-1.5 sec and lane capacity-800 veh./hr. 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 ( C=; 1(0.28 Vaf+0.01 V2)+L ) ক। 1000 V 800D (0.20 V 1.5+0.01 V2)+6.2 620 2 - 83V +d =0 -btvb-4ac-(-83)/(-83)2-4+1•600 V: 2a 201 Problein S In unequal crest vertical curve, a grade (gl of +3 % intersects g2 of-2.4%) at a vertex (PI) whose elevation is 405.38m and (PC) Station is (16+00). A 700m vertical curve is to be extended back from the vertex, and a 500m vertical curve forward to closely fit ground conditions. Compute and tabulate the curve for stakeout at full (100m) stations. Elev. 405.38 PI g2-2.49% .75% PC 26+00 700m 500m :-
Transcribed Image Text:length-6.2m, reaction time-1.5 sec and lane capacity-800 veh./hr. 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 ( C=; 1(0.28 Vaf+0.01 V2)+L ) ক। 1000 V 800D (0.20 V 1.5+0.01 V2)+6.2 620 2 - 83V +d =0 -btvb-4ac-(-83)/(-83)2-4+1•600 V: 2a 201 Problein S In unequal crest vertical curve, a grade (gl of +3 % intersects g2 of-2.4%) at a vertex (PI) whose elevation is 405.38m and (PC) Station is (16+00). A 700m vertical curve is to be extended back from the vertex, and a 500m vertical curve forward to closely fit ground conditions. Compute and tabulate the curve for stakeout at full (100m) stations. Elev. 405.38 PI g2-2.49% .75% PC 26+00 700m 500m :-
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