A steel plate is used to connect a column and beam as shown in Fig. 3. The connection between the beam and the plate is fillet welds. Given Q=150kN and Mx= -5kN-m (applied at centriod of the welds between the beam and the plate), determine maximum shear stress in the welds between the beam and the plate.
A steel plate is used to connect a column and beam as shown in Fig. 3. The connection between the beam and the plate is fillet welds. Given Q=150kN and Mx= -5kN-m (applied at centriod of the welds between the beam and the plate), determine maximum shear stress in the welds between the beam and the plate.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A steel plate is used to connect a column and beam as shown in Fig. 3. The connection between
the beam and the plate is fillet welds. Given Q=150kN and Mx= -5kN-m (applied at centriod of
the welds between the beam and the plate), determine maximum shear stress in the welds between
the beam and the plate.
Transcribed Image Text:3. A steel plate is used to connect a column and beam as shown in Fig. 3. The connection between
the beam and the plate is fillet welds. Given Q=150kN and M,= -5kN-m (applied at centriod of
the welds between the beam and the plate), determine maximum shear stress in the welds between
the beam and the plate.
5
210
y
Beam
35
Mx
140
Column
Plate
35
,8
8
50 + 110 ++ 50
Fig.3. (mm)
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