1. A steel plate is used to connect a column and beam as shown in Fig. 1. The connection for column is fillet welds and the connection for beam is a group of bolts. Given Q=150KN and M,= -5kN-m (applied at centriod of the bolt group), determine: (1) maximum shear force in bolts; (2) maximum stress in welds. 6@35=210 - y Вeam 35 Mx 2@70=140 Column Plate 35 Fig.1. (mm) 2.

1. A steel plate is used to connect a column and beam as shown in Fig. 1. The connection for column is fillet welds and the connection for beam is a group of bolts. Given Q=150KN and M,= -5kN-m (applied at centriod of the bolt group), determine: (1) maximum shear force in bolts; (2) maximum stress in welds. 6@35=210 - y Вeam 35 Mx 2@70=140 Column Plate 35 Fig.1. (mm) 2.

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 8.4.1P: Use an elastic analysis and determine the maximum load in the weld (in kips per inch of length).

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