%3D A horizontal curve has a radius of 980.80 ft.; an I = 23°00'00"; and, PC Station = 76+68.50 ft. Determine: • Deflection angle from the PC to station 79+00.00 ft. = %3D Provide the answer in degrees, minutes, and seconds. Provide whole numbers and do not include units. • Chord length from the PC to station 79+00.00 ft.= Provide your answer to two decimal places and do not include units. • Straight line distance from the PC to the PI = Provide your answer to two decimal places and do not include units.

%3D A horizontal curve has a radius of 980.80 ft.; an I = 23°00'00"; and, PC Station = 76+68.50 ft. Determine: • Deflection angle from the PC to station 79+00.00 ft. = %3D Provide the answer in degrees, minutes, and seconds. Provide whole numbers and do not include units. • Chord length from the PC to station 79+00.00 ft.= Provide your answer to two decimal places and do not include units. • Straight line distance from the PC to the PI = Provide your answer to two decimal places and do not include units.

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

Please write the given and formula that be used. Draw the figure. Box final answer.
Item 3 A -2.50% grade meets a +1.75% grade at station 44+25 and elevation 3386.92 ft, 400-ft curve, stakeout at half stations. Part A Determine the elevation at the low point of the curve. Express your answer in feet to six significant figures. Elev = Submit Part B LE ΑΣΦ Request Answer ↓↑ O 46+95.58 Determine the station at the low point of the curve. 44+60.29 O 39+89.71 O 37+54.42 vec Submit Request Answer ? ft 3 of 5 Review
Fundamentals of Surveying: Please show your solution. Using arc basis, what is the degree of curve of a simple curve whose long chord is 69 m and middle ordinate equal to 11.5 m?
Q1A) The following are the bearings observed in traversing. Calculate the interior angles of the traverse and correct them if necessary. Also, draw a free hand sketch for the traverse. Line F.B. AB BC CD DE EA S 30° 0' E S 50° 30' W N 53° 45' W N 62° 0' W N 49° 30' E Y > F
Urgent,please solve quickly. Plot the streamlines for the following equations passing from the given points . Use the chart type scatter with straight lines and markers. Show all streamlines on the same chart with different colors. Put a legend to show which curve belongs to which streamline. Use about 15-20 points for each streamline. Name your axes including the units in parentheses.
a.) Plot the traverse in the figure. Use appropriate scale and label the traverse. b.) Adjust the traverse in the figure using compass rule
List the given and required. Put the graph or table. Box the final answer.
Fundamentals of Surveying: Please show your solution. 3.) A simple curve has 337m radius and 64° deflection angle. What is its middle ordinate?
NOTE: Assume Station of Pl is 2+550 Use sexagesimal units for all angle measurements Upon completing the table, you are to illustrate the procedure of laying out curves on the Documentation part. Show a step by step illustration how each laying out method is performed on field. DATA: Degree of Curve, D 11°0'0" Intersection Angle, I 121 °05'0"
Fundamentals of Surveying: Please show your solution. Compute the distance (in meter, along the curve) from P.C. to P.T. of the compound curve given: 11 = 29, 12 = 39, D1 = 12°, and D2 = 11'.
Q2/B- A rough sketch of the situation is shown in Fig. PABCQP is a closed traverse. Lengths of lines CQ and QP are to be determined. Compute the latitudes and departures as shown in the table. Assume that the length of CQ = L1 and that of QP =L2. Line 12888 PA AB BC CQ QP Length 150 500 300 L₁ L₂ Bearing N10° 15'E N32° 45'E N65° 30'E $50° 30'E S68° 45'W Latitude 147.6 420.52 124.41 0.6361L₁ 0.3624L₂ Departure 26.69 270.49 272.99 0.77164₁ 0.932L₂
SURVEYING (UPVOTE WILL BE GIVEN. PLEASE WRITE THE COMPLETE SOLUTIONS AND DIAGRAMS *IF NECESSARY* LEGIBLY. NO LONG EXPLANATION NEEDED. ANSWER IN 2 DECIMAL PLACES AND BOX THE FINAL ANSWER. PLEASE ANSWER ALL.) A proposed 5°13' circular curve is to connect Dahlia Avenue to a newly constructed road which starts 72 meters from station 10+000 as shown in the figure below. The circular curve has the following specifications: Road classification = 2-lane 2-way national road Roadway width = 7.00 m (3.50 m width per lane) Degree of curve = 5° 13' If Dahlia Avenue has an azimuth of 330°, find the following: a. The stationing of the start of newly constructed road (along the centerline of the road). b. The total area of roadway to be paved in connecting these two roads, in sqm.