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1. A built-up column has a length of 6 m. If consist of a core of W360 x 382 with two plates having thickness of 10 mm welded as shown to form a box column. Assume Kx = 1.0 and Ky = 0.85 and A 36 steel is used with Fy= 250 MPa Properties of W 360 x 382 A = 48700 mm² d=416 mm b = 406mm I, = 1410 x 10 mm ly=536 x 10 mm x= 170 mm ry= 105 mm 406 416 a. Calculate the compressive capacity load of W360 x 382 section using ASD and LRFD b. Calculate the critical slenderness ratio of the built-up column c. Calculate the compressive capacity of built-up section using ASD and LRFD

1. A built-up column has a length of 6 m. If consist of a core of W360 x 382 with two plates having thickness of 10 mm welded as shown to form a box column. Assume Kx = 1.0 and Ky = 0.85 and A 36 steel is used with Fy= 250 MPa Properties of W 360 x 382 A = 48700 mm² d=416 mm b = 406mm I, = 1410 x 10 mm ly=536 x 10 mm x= 170 mm ry= 105 mm 406 416 a. Calculate the compressive capacity load of W360 x 382 section using ASD and LRFD b. Calculate the critical slenderness ratio of the built-up column c. Calculate the compressive capacity of built-up section using ASD and LRFD

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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1. A built-up column has a length of 6 m. If consist of a core of W360 x 382 with two plates having thickness of 10 mm welded as shown to form a box column. Assume Kx = 1.0 and Ky = 0.85 and A 36 steel is used with Fy = 250 MPa Properties of W 360 x 382 A = 48700 mm² d=416 mm br = 406mm I, = 1410 x 10 mm ly=536 x 10 mm² Tx= 170 mm ry= 105 mm 10 406 10 416 a. Calculate the compressive capacity load of W360 x 382 section using ASD and LRFD b. Calculate the critical slenderness ratio of the built-up column c. Calculate the compressive capacity of built-up section using ASD and LRFD
Transcribed Image Text:1. A built-up column has a length of 6 m. If consist of a core of W360 x 382 with two plates having thickness of 10 mm welded as shown to form a box column. Assume Kx = 1.0 and Ky = 0.85 and A 36 steel is used with Fy = 250 MPa Properties of W 360 x 382 A = 48700 mm² d=416 mm br = 406mm I, = 1410 x 10 mm ly=536 x 10 mm² Tx= 170 mm ry= 105 mm 10 406 10 416 a. Calculate the compressive capacity load of W360 x 382 section using ASD and LRFD b. Calculate the critical slenderness ratio of the built-up column c. Calculate the compressive capacity of built-up section using ASD and LRFD
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