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Module package WINDLOADS

Calculation of wind loads of not vibration sensitive buildings according to DIN 1055 / Part 4

Module WIND and module WND

WIND module (DIN 1055-4:1981)

For the general stability proof according to AD 2000 Merkblaetter section S3/0, the resulting forces and moments in different sectional planes must be considered.

According AD-S3/0:2007 section 4.1.4.6 wind loads can be calculated directly per DIN 1055-4 or for high and slender vessels (H>20m, H/D>10) according DIN 4133:1991. In the AD Merkblatt G2 the new edition DIN 1055-4:2005 is cited, while a design according DIN 4133:1991 is related to the former edition DIN 1055:1986.

Additionally a pre-standard DIN V 4133: 2007-07 was published.

New: The WND module calculates the wind loads according section 10 of the DIN 1055-4:2005 / correction 1 of not vibration sensitive buildings. Compared to edition 1986 the values of the dynamic wind pres-sure have been changed and several terrain categories have been brought into use. Different blast velocity profiles for 25m and 300m are now predefined.

The S30 module, section wind load calculates the wind load and wind moment on a vessel with given wind velocity and aerodynamic form factor. Attachments with an additional area of not more than 15% of the vessel area may be considered globally by an increased dynamic wind pressure of 25%.

The ANBA module calculates the stress in a cylindrical apparatus with structural attachments up to 50m height considering the vibration sensitivity according DIN 4133:1991. Attachments such as ladders, platforms (segments and entire platforms), parallel tubes and catwalks can be taken into account.

The VERK module calculates the stress in a cylindrical vessel without structural attachments up to 50m height considering the vibration sensitivity according DIN 4133:1991. The wind load (wind load zone) and the snow load (snow load zone) are calculated as live loads.

Module package WINDLOADS =  WND + ANBA + VERK + S3/0

Price: 1200 EUR plus VAT

For the calculation of stresses, displacemenst, shear forces and moments of columns with additional supports please use the KSTA module (statics for columns).
(available at extra charge)

Literature

DIN 4133:1991 (steel chimneys), DIN 1055-4:1986, DIN 1055-4:2005 Correction 1:2007, AD-Merkblatt S3/0:2007, Publisher: Beuth-Verlag


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