A welded girder has loads applied to the top flange as shown in Figure 3A. The girder is supported by columns with a stiff bearing length= 200 mm at the supports. Determine the bearing capacity of the girder and find the adequacy of the girder to support the applied loads. The dimensions and properties of the girder are shown in Table 3A. Table 3A Dimension and properties of non-standard welded girder d₁ 1200 mm tf 30 mm tw 8 mm fyt 300 MPa fyw 320 MPa PG= 12 KN Po 240 kN WG= 12.5 kN/m Wo= 18 kN/m 15 m Figure 3A

A welded girder has loads applied to the top flange as shown in Figure 3A. The girder is supported by columns with a stiff bearing length= 200 mm at the supports. Determine the bearing capacity of the girder and find the adequacy of the girder to support the applied loads. The dimensions and properties of the girder are shown in Table 3A. Table 3A Dimension and properties of non-standard welded girder d₁ 1200 mm tf 30 mm tw 8 mm fyt 300 MPa fyw 320 MPa PG= 12 KN Po 240 kN WG= 12.5 kN/m Wo= 18 kN/m 15 m Figure 3A

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 10.5.2P

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