Compute the permissible axial load on the column section shown in Fig. 11-8. The effective length of the column is (a) 4 m, (b) 6 m. The steel has a yield point of 355 N/mm² and modulus of elasticity 2.03 x 105 N/mm2. 180 5.5 1 F17 51-9 180.2 300 284 51. Iv 2.5 (c) Fig 11-8
Compute the permissible axial load on the column section shown in Fig. 11-8. The effective length of the column is (a) 4 m, (b) 6 m. The steel has a yield point of 355 N/mm² and modulus of elasticity 2.03 x 105 N/mm2. 180 5.5 1 F17 51-9 180.2 300 284 51. Iv 2.5 (c) Fig 11-8
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![Compute the permissible axial load on the column section
shown in Fig. 11-8.
4 m, (b) 6 m.
modulus of elasticity 2.03 x 105 N/mm2.
The effective length of the column is (a)
The steel has a yield point of 355 N/mm2 and
180
25
5.5
T17
51-9
180.2
300
284
51.9
Iv 12.5
(c)
Fig 11-8](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F8fca6cce-0b18-418a-ac7d-0a3da88931bb%2F3984467f-6e4a-494d-805e-9bf888b58e7b%2Fgwchsii_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Compute the permissible axial load on the column section
shown in Fig. 11-8.
4 m, (b) 6 m.
modulus of elasticity 2.03 x 105 N/mm2.
The effective length of the column is (a)
The steel has a yield point of 355 N/mm2 and
180
25
5.5
T17
51-9
180.2
300
284
51.9
Iv 12.5
(c)
Fig 11-8
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