17.4 A horizontal flexural member (a girt) in the wall of a pre- channel. The girt is to span 4 m between simple supports es a fabricated metal building is composed of a C130 x 12 and is subjected to full-span uniformly distributed line loads as shown. The girt is oriented with the Y-Y (weak) axis in the horizontal plane. The gravity load is 400 N/m and includes the weight of the girt. The wind load is 600 N/m. Find the maximum tensile and compressive stresses. Gravity load Wind load Y- PROBLEM 17,4

17.4 A horizontal flexural member (a girt) in the wall of a pre- channel. The girt is to span 4 m between simple supports es a fabricated metal building is composed of a C130 x 12 and is subjected to full-span uniformly distributed line loads as shown. The girt is oriented with the Y-Y (weak) axis in the horizontal plane. The gravity load is 400 N/m and includes the weight of the girt. The wind load is 600 N/m. Find the maximum tensile and compressive stresses. Gravity load Wind load Y- PROBLEM 17,4

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 10.7.9P

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