Clear and excellent explanation sir. Thank u so much. kindly help me to solve this sum sir Design the light guage section to resist a bending moment of 4.5KNM and a shear force of 2.0KN acting in the plane of the web. Assume that lateral braces are provided to the compression flange at a spacing of 1.25m. Yield strength of steel is 240N/mm2
Clear and excellent explanation sir. Thank u so much.
kindly help me to solve this sum sir
Design the light guage section to resist a bending moment of 4.5KNM and a shear force of 2.0KN acting in the plane of the web. Assume that lateral braces are provided to the compression flange at a spacing of 1.25m. Yield strength of steel is 240N/mm2