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 10 N/mm2. The effective length of the column is (a) The steel has a yield point of 355 N/mm² and TII E180 5.5 17 51-9 180.2 300 284 51.9 ly 12.5 (b) (c) Fig 11-8

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 10 N/mm2. The effective length of the column is (a) The steel has a yield point of 355 N/mm² and TII E180 5.5 17 51-9 180.2 300 284 51.9 ly 12.5 (b) (c) Fig 11-8

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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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 10° N/mm2.
The effective length of the column is (a)
The steel has a yield point of 355 N/mm2 and
E180
5.5
F17
51-9
(678-17
180.2
300
284
51. 9
|v 12.5
(c)
(9)
Fig 11-8
(a)

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