A bracket plate is welded to the flange of a column section I.S.H.B. 300 @ 618 N/m, as shown in Fig. Ex. 10.10. Calculate the size of the weld required to support a load of 110 kN. 260 mm 60.606 mm 110 KN 200 mm 80 mm 139.394 mm Fig. Ex. 10.10

A bracket plate is welded to the flange of a column section I.S.H.B. 300 @ 618 N/m, as shown in Fig. Ex. 10.10. Calculate the size of the weld required to support a load of 110 kN. 260 mm 60.606 mm 110 KN 200 mm 80 mm 139.394 mm Fig. Ex. 10.10

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

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter8: Eccentric Connections

Section: Chapter Questions

Problem 8.5.5P

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