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Situation 2: The suspended girder shown is supported by a series of hangers uniformly spaced along a parabolic cable. Find the following. w = 2.4 kN/m L = 60m 4. Find the sag at the midspan if the max tension is 1000 kN. а. 1.25 m с. 2.12 m b. 1.08 m 5. Find the maximum tension if midspan sag "y" is 2 m. a. 489.45 kN b. 572.02 kN 6. If the allowable tension in cable is 1100 and sag is 2m, find the allowable uniform load d. 2.25 m c. 463.06 kN d. 544.78 kN. w. a. 3.35 kN/m b. 4.50 kN/m c. 4.85 kN/m d. 5.10 kN/m

Situation 2: The suspended girder shown is supported by a series of hangers uniformly spaced along a parabolic cable. Find the following. w = 2.4 kN/m L = 60m 4. Find the sag at the midspan if the max tension is 1000 kN. а. 1.25 m с. 2.12 m b. 1.08 m 5. Find the maximum tension if midspan sag "y" is 2 m. a. 489.45 kN b. 572.02 kN 6. If the allowable tension in cable is 1100 and sag is 2m, find the allowable uniform load d. 2.25 m c. 463.06 kN d. 544.78 kN. w. a. 3.35 kN/m b. 4.50 kN/m c. 4.85 kN/m d. 5.10 kN/m

Structural Analysis
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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Situation 2: The suspended girder shown is supported by a series of hangers uniformly spaced along a parabolic cable. Find the following. w = 2.4 kN/m L= 60m 4. Find the sag at the midspan if the max tension is 1000 kN. с. 2.12 m а. 1.25 m b. 1.08 m 5. Find the maximum tension if midspan sag "y" is 2 m. a. 489.45 kN b. 572.02 kN 6. If the allowable tension in cable is 1100 and sag is 2m, find the allowable uniform load d. 2.25 m c. 463.06 kN d. 544.78 kN w. a. 3.35 kN/m b. 4.50 kN/m c. 4.85 kN/m d. 5.10 kN/m
Transcribed Image Text:Situation 2: The suspended girder shown is supported by a series of hangers uniformly spaced along a parabolic cable. Find the following. w = 2.4 kN/m L= 60m 4. Find the sag at the midspan if the max tension is 1000 kN. с. 2.12 m а. 1.25 m b. 1.08 m 5. Find the maximum tension if midspan sag "y" is 2 m. a. 489.45 kN b. 572.02 kN 6. If the allowable tension in cable is 1100 and sag is 2m, find the allowable uniform load d. 2.25 m c. 463.06 kN d. 544.78 kN w. a. 3.35 kN/m b. 4.50 kN/m c. 4.85 kN/m d. 5.10 kN/m
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