1 1a. 1b. 1c. The designed axially loaded column is W 8 x 15 with the following data: d=205.99 mm rx = 83.57 mm ry=22.25 mm Ag=2858 sq mm Wt. = 22 kg/m Assuming that W 8 x 15 is not available which of the following shall be the best option as replacement? Why? Use: Fy=248 MPa E=200,000 MPa W6x16 Ag=3058 sq mm Wt=24 kg/m d=159.51 mm rx=66.04 mm W5x16 Ag=3019 sq mm Wt=24 kg/m d=130.81 mm rx=54.10 mm W8x21 Ag=3974 sq mm Wt=31 kg/m d=210.31 mm rx=88.65 mm expla'n briefly your cho'ce. (transform your comparative analys's 'nto a narat've form to support your cho'ce) ry-24.54 mm ry-32.26 mm ry=32.00 mm

1 1a. 1b. 1c. The designed axially loaded column is W 8 x 15 with the following data: d=205.99 mm rx = 83.57 mm ry=22.25 mm Ag=2858 sq mm Wt. = 22 kg/m Assuming that W 8 x 15 is not available which of the following shall be the best option as replacement? Why? Use: Fy=248 MPa E=200,000 MPa W6x16 Ag=3058 sq mm Wt=24 kg/m d=159.51 mm rx=66.04 mm W5x16 Ag=3019 sq mm Wt=24 kg/m d=130.81 mm rx=54.10 mm W8x21 Ag=3974 sq mm Wt=31 kg/m d=210.31 mm rx=88.65 mm expla'n briefly your cho'ce. (transform your comparative analys's 'nto a narat've form to support your cho'ce) ry-24.54 mm ry-32.26 mm ry=32.00 mm

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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