A steel end plate ($275, thickness=10 mm) is used to connect a column and a beam as shown in Fig.1. The connection for c

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A steel end plate ($275, thickness=10 mm) is used to connect a column and a beam as shown in Fig.1. The connection for c

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A Steel End Plate 275 Thickness 10 Mm Is Used To Connect A Column And A Beam As Shown In Fig 1 The Connection For C 1
A Steel End Plate 275 Thickness 10 Mm Is Used To Connect A Column And A Beam As Shown In Fig 1 The Connection For C 1 (53.1 KiB) Viewed 44 times
A steel end plate ($275, thickness=10 mm) is used to connect a column and a beam as shown in Fig.1. The connection for column is a group of bolts (M 20) and the connection for beam is fillet welds. Given Q=200 kN, T=30 kN and M₂=12 kN-m (applied at centriod of the bolt group), it is required to: (1) Determine the design shear (Fv,Ea) and tensile (Ft,Ea) forces at the most critical bolt; (2) Check if the bending strength for the plate is sufficient according to EC3; (3) Check if the strength of welds is sufficient according to EC 3 using the simplified method. X Z 40 40 My Z 2@75-150 2@75=150 Column 40 40 10 -40 Figure.1. Steel end plate connection (mm). 40- O 8 2000 85 -Plate T Beam
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