5. The beam-column has a height of 7.5m and is a member of a braced frame. It is subjected to an axial load of DL=65KN and LL- 100KN. It is pinned at both ends. A W12X35 section was used and was made up of A-36 steel with Fy-250MPa. Compute the interaction value for beam- column based on NSCP 2015 code provisions. Ngelect the weight of the section.

5. The beam-column has a height of 7.5m and is a member of a braced frame. It is subjected to an axial load of DL=65KN and LL- 100KN. It is pinned at both ends. A W12X35 section was used and was made up of A-36 steel with Fy-250MPa. Compute the interaction value for beam- column based on NSCP 2015 code provisions. Ngelect the weight of the section.

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter10: Plate Girders

Section: Chapter Questions

Problem 10.7.2P

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