I want a good solution and good traffic, I would appreciate it very much (descriptive geometry - diedric system) 4) Encontrar el punto de interseccion entre larecta Ly el plano ABCFind the point of intersection between the line Land the plane ABCHBhThChFBfCf=VAhIfAf

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Answered: 4) Encontrar el punto de interseccion…

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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On a horizontal curve of a two-lane rural highway, the available sight distance is 250m. If the speed limit is 90kph, then is it necessary to mark the section as a passing zone? Also give suggestions to make this section of highway, geometrically economic.
Please provide a solution for the correct answer of 58.04 thank you
Part A Compute the passing sight distance available given a 430-ft curve, grades of g₁ = +2.00% and 92 = -1.50%, VPI at station 96+80, and elevation 845.26 ft, stakeout at full stations. (Assume h₁ = 3.75 ft and h₂ = 4.75 ft.) Express your answer in feet to five significant figures. S = ■VAΣ IT ΜΕ ΑΣΦ vec Submit Request Answer ? ft
(auall b L) Microsoft Word ASSIGNMENTS 2 133 جد هوز أيجد هوز T| |师年,ヨ wai تأگید دقیق V úlgic blosi I2 1 3 1 4 51·6 9. 1 10 1 11. 1 12.I 13.I 14 1 15 1 16 1 QI. For a compound normal curve, given the following data, Draw a neat compound curve a) The total interior angle = 142° 25' 43", b) Radius of Curve 1 =716.197 feet c) Length of Curve 2 = 1568. 572 feet d) Degree of Curve 2, D2°= 5° [Not Mentioned whether arc or chord definition] e) Station of Point of Common Curvature =25+49.080 Find the Radius of Curve 2 R2, Interior angle of curve2 A2, Interior angle of curvel A1, D1°, Length of curve 1 L DELL
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Item 5 Part A Compute the passing sight distance available given a 425-ft curve, grades of g₁ = +2.00% and 92 = -1.50%, VPI at station 96+80, and elevation 845.26 ft, stakeout at full stations. (Assume h₁ = 3.75 ft and h₂ = 4.00 ft.) Express your answer in feet to five significant figures. IVE ΑΣΦΠ | vec S = Submit Request Answer < Return to Assignment Provide Feedback ? ft
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if the TS is 23+20.25 what is the station the tangent runout begins ? Given a four lane roadway with a 50 mph travel speed, thatis entering a spiral curve and han a design max superelevaton of 4 0% he TS 23-20 25 what is the saton the langent nunout begins? (enter the h sation with sign, example, enter as 15-35 75)
A A Intersection Problem: A and B are control (known) points. Station N A 500.00 1000.00 B 900.00 600.00 Measured angles at A and B are: Angle at A = 60 30 00 Angle at B = 54 45 00 What is the Easting of point P Use 2 decimals precision.

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4) Encontrar el punto de interseccion entre la recta Ly el plano ABC Find the point of intersection between the line L and the plane ABC H Bh Th Ch F Bf Cf =V Ah If Af