22a.2b.2c.The designed axially loaded column is W 8 x 13 with the following data:kg/m|d=202.05 mmry=21.41 mmAg=2477sq mmWt. = 19rx = 81.53 mmAssuming that W 8 x 13 is not available which of the following shall be the best option as replacement? Why?Use: Fy=248 MPa: E=200,000 MPaW8x15Ag=2865 sq mmd=205.99 mmrx=83.57 mmWt=22 kg/mWt=24 kg/mW 6 x 16Ag=3058 sq mmd=152.15 mmrx=65.02 mmW5X 16Ag=3019 sq mmWt = 24 kg/md=127.25 mmrx = 54.10 mmexpla'n briefly your cho'ce. (transform your comparative analys's 'nto a narat've form to support your cho'ce)ry=22.25 mmry=37.08 mmry=32.26 mm

In axially loaded column both radius of gyration (ry) and gross arae (Ag) increases the loading…

2 2a. 2b. 2c. The designed axially loaded column is W 8 x 13 with the following data: d=202.05 mm rx=81.53 mm ry=21,41 mm Ag=2477 sq mm Wt. = 19 kg/m Assuming that W 8 x 13 is not available which of the following shall be the best option as replacement? Why? Use: Fy=248 MPa: E=200,000 MPa W8x15 Ag=2865 sq mm Wt=22 kg/m d=205.99 mm W 6 x 16 Ag=3058 sq mm Wt = 24 kg/m d=152.15 mm W5 x 16 Ag=3019 sq mm Wt = 24 kg/m d=127.25 mm rx=54.10 mm expla'n briefly your cho'ce. (transform your comparative analys's 'nto a narat've form to support your cho'ce) rx=83.57 mm rx=65.02 mm ry=22.25 mm ry=37.08 mm ry=32.26 mm

2 2a. 2b. 2c. The designed axially loaded column is W 8 x 13 with the following data: d=202.05 mm rx=81.53 mm ry=21,41 mm Ag=2477 sq mm Wt. = 19 kg/m Assuming that W 8 x 13 is not available which of the following shall be the best option as replacement? Why? Use: Fy=248 MPa: E=200,000 MPa W8x15 Ag=2865 sq mm Wt=22 kg/m d=205.99 mm W 6 x 16 Ag=3058 sq mm Wt = 24 kg/m d=152.15 mm W5 x 16 Ag=3019 sq mm Wt = 24 kg/m d=127.25 mm rx=54.10 mm expla'n briefly your cho'ce. (transform your comparative analys's 'nto a narat've form to support your cho'ce) rx=83.57 mm rx=65.02 mm ry=22.25 mm ry=37.08 mm ry=32.26 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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