Analysis of a Welded Connection between an Angle Cleat and a Column Flange

Objective: Check the mode for calculating welded connections.

Task: Check the welded connection with fillet welds between an angle cleat and a column flange.

References: Moskalev N.S., Pronosin J.A. Steel Structures. Handbook / M.: ASV Publishing House, 2010. p. 85.

Compliance with the codes: SNiP II-23-81*, SP 16.13330.2011, SP 16.13330.2017, DBN B.2.6-163:2010, DBN B.2.6-198:2014.

Initial data:

N = 1000 Kn Force
Run = 370 MPa Steel С245
Rwf = 215 MPa CO2 semiautomatic welding with a Sv-08G2S wire
b = 200 mm width of the cleat (transverse fillet weld)
kf = 12 mm Weld leg
h = 150 mm height of the cleat (longitudinal fillet welds)

Initial data file:

1.5.sav;
report — Kristall1.5.doc

KRISTALL initial data:
Steel: C245

 

Importance factor

1

Service factor

1

Group of structures according to the table 50* of SNiP II-23-81*

1

 

Properties of welding materials:

Characteristic resistance of the weld metal based on the ultimate strength, Rwun

490 N/mm2

Design resistance of the fillet welds for shear in the weld metal, Rwf

215 N/mm2

Type of welding

Automatic and semiautomatic, diameter of the electrode wire not less than 1.4-2.0 mm

Position of weld

Flat

Climatic region

with temperature  t > -40°C

 

Type

Parameters

Section - Full assortment of GOST profiles. Equal angle GOST 8509-93 L80x7

Weld leg = 12 mm
b = 150 mm
h = 200 mm
t = 30 mm
tf = 30 mm

 

Internal forces and moments:

N = 1000 kN
My = 0 kNm
Qz = 0 kN

Checked according to SNiP

Check

Utilization factor

 Sec.11.2 Formula (120)

of the weld metal

1.042

 Sec.11.2 Formula (121)

of the metal of the fusion border

1.001

 

Comparison of solutions:

Check

of the weld metal

Source

48 cm / 47.64 cm = 1,0076

KRISTALL

1,042

Deviation, %

3,3

 

Comments:

The difference can be explained by the fact that in the source book the value of the design resistance is taken as Rwf = 215 MPa, while KRISTALL uses the value of Rwf = 200 MPa in full compliance with tables 55* and 56 SNiP ІІ-23-81*.