A W 16 x 50 is used as a beans to carry a uniform we and dead load including own weight of 39.7 kN/m and an axial tension load of T acting through the centroid, of the member. It has a simple span of 5.8 m. The compression flange of the member is laterally supported against local buckling. Use A 36 steel, Fy = 248 MPa. Properties of W 16 x50 A= 9483.85 mm^2 d= 412.75 mm bf= 179.65 mm tf= 15.95 mm tw= 9.65 mm Sx= 1324 × 10^3 mm^3 Sy = 172 × 10^3 mm^3 Determine the allowable axial stress

A W 16 x 50 is used as a beans to carry a uniform we and dead load including own weight of 39.7 kN/m and an axial tension load of T acting through the centroid, of the member. It has a simple span of 5.8 m. The compression flange of the member is laterally supported against local buckling. Use A 36 steel, Fy = 248 MPa. Properties of W 16 x50 A= 9483.85 mm^2 d= 412.75 mm bf= 179.65 mm tf= 15.95 mm tw= 9.65 mm Sx= 1324 × 10^3 mm^3 Sy = 172 × 10^3 mm^3 Determine the allowable axial stress

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 10.7.4P: A plate girder must be designed for the conditions shown in Figure P10.7-4. The given loads are...

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