only 2nd one C1Peak-hour traffic demand between an origin and destination pair is initially 3500 veh/h. The two routesconnecting the pairs have performance functions t₁ = 2 + 3 and t₂ 4+2, where the times t₁ andt₂ are in minutes and the flows ₁ and 2 and capacities c₁ and c₂ are in thousands of vehicles per hour.Initially, the capacities of routes 1 and 2 are 2500 and 4000 veh/h. A reconstruction project reduces capacityon route 2 to 2000 veh/hr.What is the flow x₁ (in thousands of vehicles) on route 1 before the reconstruction?2.2062.206644Assuming user equilibrium before and during reconstruction, which proportion of the total demand should bediverted (or removed) to ensure tha travel times during reconstruction are equal to those beforereconstruction?ЭХ 64цis wrong64410³ vehsSubmit=XC

Given data:- The flow X1 on route 1 before the reconstruction, X1=2.206×103 Vehicles The peak hour…

Assuming user equilibrium before and during reconstruction, which proportion of the total demand should be diverted (or removed) to ensure that travel times during reconstruction are equal to those before reconstruction?

Assuming user equilibrium before and during reconstruction, which proportion of the total demand should be diverted (or removed) to ensure that travel times during reconstruction are equal to those before reconstruction?

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: 120N 80N 300

Q: Figure 2.5.3 - Qu Inside perimeter Outside perimeter Centreline

Q: ⒸCOMPUTE FOR SX, ZX AND SHAPE FACTOR 3in 3/4 in. 3in. 5/8 in. 5/8 in. 1) 12"

Q: Column CD in the unbraced frame is oriented with major-axis bending and is a W12x106. Using the…

A: Direct analysis method The Direct Analysis Method originally appears as an alternative method of…

Q: 1/2x10ft

A: We are given: 1/2×10 ft The given expression is equivalent to computing half the length of 10 f.

Q: Draw the sectional front view (front section) and draw the orthographic projection (sideand top…

A: Asked: To draw the orthographic projection views of the given object. The orthographic projection…

Q: owing 'shapes', determine the follow , A tion of centroid; xeft, rightYbot roidal Moment of Inertia;…

Q: 17. COMPLETE THE FOLLOWING INSERT CODE IN INCHES: MG 43 18. COMPLETE THE FOLLOWING INSERT CODE IN…

A: 17. It is made up of CNMG432 1/2" inner circle , 1/32" corner circle and 80° Diamond woth 0°…

Q: Show the quadrants of a circle and within the circle show S 30° W

Q: Asap Find External indeterminacy

Q: Define two-way flat plate.

A: Solution: A flat plate is generally a two-way system that is supported directly on columns or…

Q: 6. Draw a true distance between a point Q and a plane B. Vs he 7. Draw a piercing point and…

Q: DRAW THE SECTION INDICATED BY THE CUTTIN

A: Any view obtained by a projection on a plane other than the horizontal, frontal, and profile…

Q: USing Virtuall Work method Draw Bm.D and S. fD 2 2M

A: We have to draw shearing and bending moment diagram

Q: Given the multiview projection of the solid, draw its isometric view. HRP FRP FRP PRP ㅏ

Q: at state of given (All in The Stres point is MPa) 80 100 100 i) And Principal Stren & Principal…

Q: If a layer is set to plot but is currently frozen -1 .. or turned off, the layer is Plotted Not…

A: Plot command: Controls whether visible layers are plotted. If a layer is set to plot but is…

Q: Identify all ZERO force members

Q: Draw (A.F.).(S.F.) &( B.M.) diagrams for the following problems: H 12t 5m 4m 2 1 3m 5m 4m 3m

Q: Determine how far is the centroid of the given cross section above the base. 6-504 2-50" 9.0" 6.5"…

Q: Arc command and its abbreviation is A character is the only command can be used to draw an arc in…

A: It is required to state whether true or false statement.

Q: 4 in 2 in 4 in 8 in -12 in- -16 in-

Q: A line has a bearing of S 33 deg. 24° 54" E. What is its azimuth? Show diagram

A: The Azimuth of line A can be calculated by subtracting the given bearing to 180°. Calculation:…

Q: aSN 200 mm 350 mm

A: Free Body Diagram (FBD):

Q: Draw the front and top and side view for these?

A: For any object which is needed to be constructed or manufactured it is important to have drawings…

Q: Why chaining pins should be set perpendicular to the taped line?

A: The chaining pins should be set perpendicular to the taped line to avoid the errors in the…

Q: What is Dutch (Deft) cone is consists of?

A: The cone penetration test (CPT) is a technique used to measure the geophysical characteristics of…

Q: weétermine the yalue j = 2. Det ermine the Yalue & I with Respecd to centroidal X axis =

A: 1. Value of y¯ Let 1 & 2 be the rectangle and 3 & 4 be the triangle.y¯=∑ay∑a…

Q: installed in the front lawn and along one side and seeded the remain- der with 3.5 pounds per 1,000…

Q: 4x-2x2+1 find lim, 3x-5

Q: A blueprint for the floor of a natural history museum is shown the scale of the museum to the…

A: Given- A blueprint for the floor of a natural history museum. scale used=20 yards to 1 inch…

Q: What is Uniformly loaded strip ?

A: Answer:- Uniformly loaded strip: A uniformly loaded strip is defined as that strip which is…

Q: The square slab of Fig. P15.1 is simply supported by masonry walls along all four sides. It is to…

A: A Slab is a structure that is highly resistant to loads that are later used on a stake axis. A…

Q: How do I get the support forces

A: The x and y are the vertical and horizontal distances: x=12cos60=6 fty=6sin60=5.196 ft

Q: izin 12 in 12 jan ELEVATION 1.5 id. W 14 X 90 2L3X2 X 1/2 SECTION

A: a) To determine the design strength First calculate the net area of double -angle bar

Q: 43 VAMOSI QUODF ->14 X 1201 (A₂. UN 021 ह LAIN DEL

Q: If the resultant of the loads shown passes through point B, determine the equivalent force-couple…

A: For resultant of the load to pass through point B. Reaction force at A (RA) = 0

Q: Draw the sectional view indicated by the cutting plane A-A SA AL

A: ASKED: To draw the sectional view produced by the plane A-A. To draw the sectional view using…

Q: Nos. 13 -16: Refer to figure 6. Solutions can be written here on the blank space _13. What is the…

Q: Links CF connects members AD and EG. The two vertical links having a rectangular cross-section…

Q: Explain why wx = 2/3(9-x)

A: Given:Required:To explain loading intensity for 6<x<9

Q: 1 Determine the moment of the Couple JKN IKN 1.75. 0.75m

A: Moment generated due to this couple = 1×0.75=0.75 KN.m

Q: what about this part two ??? and the height is 2.5 not 2 , very bad service

A: Y1 = 2.5 mq =5 m³/s/m

Question

only 2nd one

C1
Peak-hour traffic demand between an origin and destination pair is initially 3500 veh/h. The two routes
connecting the pairs have performance functions t₁ = 2 + 3 and t₂ 4+2, where the times t₁ and
t₂ are in minutes and the flows ₁ and 2 and capacities c₁ and c₂ are in thousands of vehicles per hour.
Initially, the capacities of routes 1 and 2 are 2500 and 4000 veh/h. A reconstruction project reduces capacity
on route 2 to 2000 veh/hr.
What is the flow x₁ (in thousands of vehicles) on route 1 before the reconstruction?
2.206
2.206
644
Assuming user equilibrium before and during reconstruction, which proportion of the total demand should be
diverted (or removed) to ensure tha travel times during reconstruction are equal to those before
reconstruction?
ЭХ 64цis wrong
644
10³ vehs
Submit
=
X
C

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1

Step 2

Step 3

Step 4

Step by step

Solved in 4 steps

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

25 - 6" 2 -6" wide 6 -8" Figure 2.5.1 - Question 1 Inside perimeter Outside perimeter Centreline O O 12' - 7"
Given the isometric view, provide the top, front, and right-side view
Q- To complement the construction of a wall or to connect a wall to be constructed with a previously constructed wall specially If the wall is to be connected vertically when It is left without completion, and each row is an apostate from the row under of it about a quarter or half a brick. The wall is left before it is completed, it is left in the place where each brick stops on the length. It stands out by a quarter of its length from the brick on the head at the bottom, and thus the wall is saw-toothed. The previously built wall each brick is left on the head so that it will down away from the face of the wall about quarter brick and this works done between row and row. The thickness of an existing wall is to be exceed, it will be drilled with dimensions of 1/2x2x2 bricks per square meter of the wall. Non of them
Please show complete solution thank you.
Hi we are looking for 5 please add another 2
Draw FBD of the bar
Q.5. For the beam shown in Figure (5), assume that El = 5x10 kN.m². Determine: a) The concentrated moment (M) required to make the slope at A equal to zero (i.e., 8A = 0). b) The reactions at support B. c) The beam deflection at point A.
Hand written and clean writing please
A in 1.5m 3m -X13 60 KN * FIND JAC & TBC FIND "X
Draw the top and side and front view for these?