Vertical facade mullion 1-field-girder

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Toolbar: SYSCAD statics programs -> Pfosten Einfeldträger

 

Ribbon: SYSCAD programs -> statics -> Pfosten Einfeldträger

 

 

 

The command: "Vertical facade mullion 1-field-girder" Post single span girder Calculates the load case post single span beam:

 

 

Post single span girder

Necessary geometrical inputs:

- Post length in cm (L)

- Bay width 1 in cm (B1)

- Bay width 2 in cm (B2)

- maximum glass length in cm

 

The parameters of the deflection are entered according to the standard, but can be changed if necessary.

 

The load from wind pressure/wind suction and, if applicable, from a horizontal live load can be taken into account.

 

The button Velocity pressure takes you to the load assumptions dialogue box (according to DIN 1055-4:2005-03):

 

Load assumptions

 

Enter the wind zone of the respective location.

 

 

kgl_statik_hilfe_winddruck

The enveloping surfaces D (windward side) for the wind pressure and A,B,C (wind parallel side) for the wind suction are loaded with different coefficients depending on the wind inflow direction. The opposite side is marked E (leeward side).