Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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- Two tangents converge at an angle 30°, which were connected by a reverse curve. The direction of the second tangent is due to East which is having a distance to the first vertex of 116.50 meters. What is the station of point PRC if the bearing of the common tangent is S 40° E. PC Note: Upon inputting answer for the station of such point, please include the "+" sign. For example: Ans. 10+000.00arrow_forward%3D A horizontal curve has a radius of 980.80 ft.; an I = 23°00'00"; and, PC Station %3D 76+68.50 ft. Determine: • Deflection angle from the PC to station 79+00.00 ft. = 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 %3D your answer to two decimal places and do not include units.arrow_forwardItem 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 Reviewarrow_forward
- Horizontal Curve Given: Degree of Curve (Daº) = 03°-40'-47" Delta (A) = 18°-30¹-00" Arc length (L) = ? 501.84 500.00' 502.19' 502.76'arrow_forwardVertical Curve Given: g1 = - 2% g2 = + 3% BVC Station = 16+50 BVC Elevation = 112.00' L = 400.00' What is the lowpoint Station? 18+50 17+30 17+90 18+10arrow_forwardNo hand writtenarrow_forward
- Vertical Curve Given: g1 = + 4% g2 = -2% BVC Station = 12+00 BVC Elevation = 120.00' L = 800.00' What is the EVC Station? 16+00 20+00 21+00 17+00arrow_forwardFundamentals of Surveying problem: Topographic survey conducted by SALCON shows that the centerline of a proposed road cross section crosses a small valley between station 10+022 (elevation 123.00 m) and station 10+060 (elevation 122.50 m). The stationing at the bottom of the valley is 10+037 (elevation 111.20 m). The grade line of the proposed road passes the ground points at the edges of the valley (station 10+022) and (10+060) and the section at any of these stations are three level sections. Width of road base is 10 m with side slope of 2:1. Assume that the sides of the valley slope directly to the lowest point from the edges. a) Find the cross-sectional area of fill at station 10+037. b) Compute the volume of fill from station (10+022) to (10+037). c) Compute the volume of fill from station (10+037) to (10+060).arrow_forwardTOPIC: SURVEYING (VERTICAL CURVES) *Please help me solve this problem with a detailed solution. Thank you so much!arrow_forward
- Correct Answer You Answered Compute and tabulate the data necessary to stake, by tangent offsets, the half- stations (ex. +50, +00) of a circular curve having A = 12°00, D₁ = 4°00', and Pl Sta. = 26+25.00. From the PC of the curve, what is the tangent offset to 25+00? 0.21 0.23 0.51 0.49arrow_forwardI need to solve the question pleasearrow_forwardGrades of g₁ = -0.50% and g₂ = +3.50%, VPI elevation 750.00 ft at station 30+ 00. Fixed elevation 753.00 ft at station 30 +00. Part A Field conditions require a highway curve to pass through a fixed point. Compute a suitable equal-tangent vertical curve and full-station elevations. Give the elevations in order of increasing X. Express your answers in feet to five significant figures separated by commas. Elev = 15| ΑΣΦ ↓↑ vec ? ftarrow_forward
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