Calculation with selection of profiles Calculation without matching profiles

Wind load calculation for windows and facades according to ДБН В.1.2-2:2006 ^beta

City

Height of the window installation

м or floor

Purpose Building

Material of supporting structure

additionally

Calculation results:

I = 1.4435 см⁴

Moment of inertia of the reinforcing profile of the impost in a plane perpendicular to the glazing plane is in accordance with ДБН В.1.2-2:2006

The calculation is presented for information and familiarization with the ДБН В.1.2-2:2006

Wind load calculation for windows and facades according to ДБН В.1.2-2:2006 beta