Wind Loads

• Reinforced concrete of strength class C12/15 to C100/115
• Lightweight concrete LC 12/13 to LC 80/88
• Steel grade B500A, B500B, BSt 420 S(A)

• Data can be entered both graphically and in tabular form.
• Bracing components can be wall piers or columns. Wall piers consist of any number of straight wall sections connected to each other. Columns can have a rectangular or circular cross-section (solid or hollow).
• A type of material can be assigned to each column and each part of the wall. Materials can either be selected from a catalogue for concrete or masonry or freely specified by the user.

• Vertical loads can be entered for columns and piers. The self-weight is determined automatically. The vertical loads on a pier can consist of several components.
• From the entered load cases, pre-defined superpositions can be generated.

• From the vertical loads of the superposition, an inclination can be generated in accordance with
• DIN 1045 7/88 eq. 5
• DIN 1045-1 eq. 4 and eq. 5
• EN 1992-1-1 eq. 5.1 and eq. 5.4
• For wall piers, stresses can be determined with or without exclusion of tensile stresses.
• In addition to the output of a load case, there is the possibility to put out the extreme stresses of all superpositions.
• To assess whether a second-order analysis is necessary, the stiffening criterion is verified in accordance with the standards.

• PDF
• Word
• Printer

The aerodynamic coefficients, the wind loads and the roof snow loads can be shown in the output either graphically or in tabular form.

• Building Model GEO
• Glaser ISBCAD

• DIN EN 1992
• ÖNORM EN 1992
• BS EN 1992
• NTC EN 1992
• PN EN 1992
• EN 1992-1-1
• DIN 1045/1045-1

• DIN EN 1991
• ÖNORM EN 1991
• BS EN 1991
• DIN 1055