2) A built-up steel column, consists of W 350 x 90 with two 14 mm thick plates welded to form a box section. The length is 5.0 m. Assume both ends are pinned connected. Properties of W350 x 90: bf =...


I need help with this one.


2) A built-up steel column, consists of W 350 x 90 with two 14 mm thick plates<br>welded to form a box section. The length is 5.0 m. Assume both ends are pinned<br>connected.<br>Properties of W350 x 90:<br>bf = 250 mm<br>Ix = 266 x 106 mm4<br>ly = 44.54 x 106 mm4<br>A = 11,550 mm?<br>tf = 16.4 mm<br>d = 350 mm<br>tw = 9.5 mm<br>Fy = 250 MPa<br>E = 200 GPa<br>A) Using NSCP 2015, calculate the design axial load of the column in kN.<br>B) Determine the allowable compressive stress (MPa) of the built-up column using<br>NSCP 2001<br>C) Using NSCP 2015, calculate the allowable axial load of the column in kN.<br>

Extracted text: 2) A built-up steel column, consists of W 350 x 90 with two 14 mm thick plates welded to form a box section. The length is 5.0 m. Assume both ends are pinned connected. Properties of W350 x 90: bf = 250 mm Ix = 266 x 106 mm4 ly = 44.54 x 106 mm4 A = 11,550 mm? tf = 16.4 mm d = 350 mm tw = 9.5 mm Fy = 250 MPa E = 200 GPa A) Using NSCP 2015, calculate the design axial load of the column in kN. B) Determine the allowable compressive stress (MPa) of the built-up column using NSCP 2001 C) Using NSCP 2015, calculate the allowable axial load of the column in kN.

Jun 11, 2022
SOLUTION.PDF
SOLUTION.PDF

Get Answer To This Question

Related Questions & Answers