The International Information Center for Structural Engineers

Tuesday, 30 October 2018 13:36

## Calculation Example – Shear bolt connection EC3.

Check the shear connection for the IPE450-S275 for the design shear VEd=300KN. Bolts M20-8.8, plate thickness t=15mm.

Wednesday, 04 October 2017 11:49

## Calculation Example – Calculate shear stress for temperature load.

A copper bar with a rectangular cross section is held without stress between rigid supports. The temperature of the bar is raised 50°C. Determine the maximum shear stress t. (Assume α= 17.5 x 10-6/°C and E =120 GPa.)

Tuesday, 23 May 2017 09:13

## Calculation Example – Determine the shear force and moment.

Determine the shear force and moment acting at a section passing through point C on the beam.

Tuesday, 25 April 2017 00:00

## Calculation Example – Allowable shear force for the girder.

Calculate the maximum allowable shear force Vmax for the girder. The welded steel girder is having the cross section shown in the figure. It is fabricated of two 300 mm x30 mm flange plates and a 300 mm x 30 mm web plate. The plates are joined by four fillet welds that run continuously at the length of the girder. Each weld has an allowable load in shear of 1000 kN/m.

Tuesday, 01 November 2016 12:59

## Calculation Example – Shear bolt connection EC3.

Check the shear connection for the IPE450-S275 for the design shear VEd=200KN. Bolts M20-8.8, plate thickness t=10mm.

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• ## Keller lays foundation for Aston Martin tower

Keller business units HJ Foundation and Hayward Baker worked on the foundation system of one of Miami's most prestigious, eye-catching