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.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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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 Mx= -5kN-m
(applied at centriod of the bolt group), determine: (1) maximum shear force in bolts; (2)
maximum stress in welds.

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
,8
Fig.1. (mm)
Transcribed Image Text: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 ,8 Fig.1. (mm)
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