- The Beam Column Shown Below Is Pinned At Both Ends And Is Subjected To The Loads Shown Bending Is About The Strong Axis 1 (79.39 KiB) Viewed 31 times
- The Beam Column Shown Below Is Pinned At Both Ends And Is Subjected To The Loads Shown Bending Is About The Strong Axis 2 (84.74 KiB) Viewed 31 times
Asap need right complete SOLUTION !!! PLEASE
The beam-column shown below is pinned at both ends and is subjected to the loads shown. Bending is about the strong axis only. Calculate the Interaction Value (answer in 3 decimal places i.e. 0.291, 1043) using Allowable Stress Design. Use a Cb-2.15 Pp-744 KN PL=705 kN MDTop=450 kN-m MLTop=415 kN-m MDBote 102 kN-m MLBot=124 kN-m L-4.57m Steel section is a A992 W12x72 Properties of W12x72 Fy=345 MPa A-13,613 mm Sy=541x109 mm ly=81x100 mm Zy=806x10mm Sx=1596x10 mm3 Ix-248x109 mm Zx=1770x10 mm ry=77.22 mm n=134.87 mm Lp-3.26m
Lr=11.43m Consider Pdelta in calculating the interaction value by using the factor Bi= Om 1-P PI PD PL Мртор MLTop L Mpвot MLBol