The suspended girder shown is supported by a series of hangers uniformly spaced along a parabolic cable 1. Determine the tension at the midspan. a. 450 kN b. 360 kN c. 400 kN d. 380 kN 2. Find the vertical reaction at A. a. 200 kN b. 220 kN c. 180 kN d. 160 kN 3. If T = 300, find the resulting sag ‘’y’’. a. 3.5 m b. 3.8 m c. 4.5 m d. 4.3 m

The suspended girder shown is supported by a series of hangers uniformly spaced along a parabolic cable 1. Determine the tension at the midspan. a. 450 kN b. 360 kN c. 400 kN d. 380 kN 2. Find the vertical reaction at A. a. 200 kN b. 220 kN c. 180 kN d. 160 kN 3. If T = 300, find the resulting sag ‘’y’’. a. 3.5 m b. 3.8 m c. 4.5 m d. 4.3 m

Principles of Foundation Engineering (MindTap Course List)

9th Edition

ISBN:9781337705028

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter16: Lateral Earth Pressure

Section: Chapter Questions

Problem 16.14P

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