Please answer. Situation 2:The suspended girder shown is supported by a series of hangers uniformly spaced alonga parabolic cable. Find the following.w = 2.4 kN/mL= 60m4. Find the sag at the midspan if the max tension is 1000 kN.с. 2.12 mа. 1.25 mb. 1.08 m5. Find the maximum tension if midspan sag "y" is 2 m.a. 489.45 kNb. 572.02 kN6. If the allowable tension in cable is 1100 and sag is 2m, find the allowable uniform loadd. 2.25 mc. 463.06 kNd. 544.78 kNw.a. 3.35 kN/mb. 4.50 kN/mc. 4.85 kN/md. 5.10 kN/m

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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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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