An 80m spiral curve with a 6 degree circular curve connects two tangents having azimuths of 240deg and 282deg. The width of the roadway is 10m. If the design velocity is 60kph, a) what is the superelevation at third quarter point? b) Determine the deflection angle at the end point of the spiral. c) Determine the external distance.

An 80m spiral curve with a 6 degree circular curve connects two tangents having azimuths of 240deg and 282deg. The width of the roadway is 10m. If the design velocity is 60kph, a) what is the superelevation at third quarter point? b) Determine the deflection angle at the end point of the spiral. c) Determine the external distance.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Solve problems • P Search Na A nsert Draw Design Layout References Mailings Reylew View Hep A Share Draw with Toech Ink to In ts Shape Math Drawing Drang Tools Touch Q2): A train travels from station (A) to station (B) and back to the station (A) in 1 hour and 40- minutes. The distance between the two stations is approximately 40 miles. What is (a) the average velocity of the train in (m/s), (b) total distance in (Km) and (c) the average speed of the train in (m/s)?
choices a) 23 days b) 21 days c) 17 days d) 22 days
* In. Gmail ► 78.jpg Q/ اوجد القراءات المفقودة لبعض الحقول في الجدول التالي find :- احسب القيم المفقودة-1 2- apply usual check Sta B.S I.S ES Fall Rise H.I R.L remark A 2.600 48,400 B.M.1 1 2.400 2.100 48.650 T.S.1 2.500 48,250 4. 1.050 3.640 T.S 5 46.860 B 1.150 47.010 B.M.2 Σ
Refer to the below diagram and the booking sheet Question: What is the number (or word/s) which must be CP 1 2.050 entered into the levelling booking sheet that is marked as: B.M. 11 RL 0.724 OP 2 3.100 (Note, if the space should have nothing written in it please 16.235 2.785 2.565 2.480 answer NONE) Set up 1 Set upa B = NONE LEVELLING BOOKING SHEET B.S. I.S. F.S RISE FALL F = 2.050 R.L. REMARKS A B G) F. H) -2.145 2.570 2.410
In the following table, a part of a project, for which the time period for each activity is specified, find the time required to complete the project using the network diagram by Act. on arrows. Activity A B D G H I Time Followed by Preceded by B.C 23573625 G.F D.F E I I H I A A C B.C DBG H.E.F
). The network and durations given below show the normal schedule for a project, and the table given below summarizes the time-cost information for the activities, the owner wants to finish the project in 110 days, so find the minimum possible cost for the project to finish in 110 days AND 20 A B C D (19) E F 9. Activity (days) 120 20 40 30 50 60 Normal du 120 60 Crash (days) 100 15 30 20 40 45 30 on 4 50 Norma Cost 12000 1800 16000 1400 3600 13500 Cost 14000 2800 22000 2000 4800 18000
kindly please help me answer this question, please be accurate and detailed when it comes to the solution. thank you.
1-2 1-3 2-4 3-5 4-6 4-9 5-6 5-7 6-8 7-8 8-10 9-10 10-11 Activity 6 4 4 5 1 2 2 M 4 8 7 3 7 3 4 4 15 8 10 12 9 11 4 5 For the project detailed find the probability of completing the project within a period of 33 weeks? PM 4:52 Js
O 110 LIZAIN IQ Your email address will be recorded when you submit this form. Not ced20211258@almaaqal.edu.iq? Switch account 0.2/ Choose the correct option from these questions, (options). Pistol bullet is shot upward from the earth with initial speed of 25 m/sec. How high is it when its final speed is 5 m/sec. O 28.9 m O 30.58 O 33.129 m O 25.9 m What is the average power must produce to accelerate car with 1500 kg from GHADEER C 4:04p äc lul 21.03.15 A
QUESTION 5 If the peak hour factor is 0.9 and there is no adjustment for the area type, calculate the reference sum.
TRAFFIC ENGINEERING Quiz(1) Month No. of Total Total Total Weekdays Days in Monthly Weekday Volume Volume In Month Month (vehs) 425,000 410,000 385,000 400,000 450,000 500,000 (vehs) 208,000 220,000 185,000 200,000 2 15,000 230,000 260,000 260,000 205,000 190,000 (days) (days) January February 22 31 20 28 March 22 31 April Мay 22 30 21 31 June 22 30 July Augusts September 22 October 23 31 580,000 570,000 490,000 420,000 4 15,000 400,000 21 31 30 22 31 November 21 December | 22 30 200,000 2 10,000 31 Find: AW T, ADT, AADT and AAWT.
Using the cut/fill data presented in this lecture, determine the total 1500 1000- Station 11 + 20 SY Station `16 + 20 Vol. = + 675 cu. yds P N 500 - overhaul cost between A' E' stations 0+00 and 9+60 using the method of D'V Station/ 9 + 60 Station 17 + 63 -500- moments -1000- B' C' -1500 8 12 16 20 Stations Cumulative Volume (cubic yards)