Compute full-station elevations for an unequal-tangent vertical curve to fit the requirements below. Grade g₁ = +2.25%, 92 = +3.75 %, VPI at station 62 +00 and elevation 830.00 ft, L1= 700 ft and L₂ = 500 ft. ▾ Part A List elevations from stations 55+00.000 to 62+00.000 of the first curve. Express your answers in feet to five significant figures separated by commas. Elev = Submit Part B Elev= A vec Request Answer Provide Feedback List elevations from stations 62 +00.000 to 67+00.000 of the second curve. Express your answers in feet to five significant figures separated by commas. τVE ΑΣΦ| | | vec Submit Request Answer ? ft ? ft

Compute full-station elevations for an unequal-tangent vertical curve to fit the requirements below. Grade g₁ = +2.25%, 92 = +3.75 %, VPI at station 62 +00 and elevation 830.00 ft, L1= 700 ft and L₂ = 500 ft. ▾ Part A List elevations from stations 55+00.000 to 62+00.000 of the first curve. Express your answers in feet to five significant figures separated by commas. Elev = Submit Part B Elev= A vec Request Answer Provide Feedback List elevations from stations 62 +00.000 to 67+00.000 of the second curve. Express your answers in feet to five significant figures separated by commas. τVE ΑΣΦ| | | vec Submit Request Answer ? ft ? ft

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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