wind load

All glass is engineered to withstand expected wind loads at the site.

Both structures must primarily resist wind loads yet have very different forms.

For each project location, building codes specify the required design wind loads.

Height is primarily limited by the capability of the wall panel to support the wind load.

The coaster is so massive relative to the small area at the front contributing the most to wind load.

Even during a very gentle breeze, the wind loads on this huge area could not have been controlled by the means available at that time.

The bent shape is very good at transferring the wind load to the base supports of the structure.

You have to think wind loads - many sorts of stress - structural, seismic and personal.

This method both simplified calculations and improved resistance to wind loads.

These cables address forces caused by asymmetrical wind loads.

The wind load is the dominant load in the analysis of many tall buildings.

He designed and led the aerodynamics tests, which established the wind loads acting on the rig.

Wind load factor is such that wind requires 90% "Spinning" reserve.

After wind tunnel tests, original structural system was revised because of the wind load.

"It's as if it were designed for the dead load, for gravity, without considering wind loads at all."

The glazing was completely replaced with panes and stops that meet current wind load requirements.

Girts provide lateral support to the wall panel, primarily, to resist winds loads.

The design of buildings must account for wind loads, and these are affected by wind shear.

The launch system trusses bear the wind loads.

Lateral load involves sideways force - the wind load on the entire area of an outside wall for example.

In 1975, a dome was constructed at the South Pole, where its resistance to snow and wind loads is important.

The wind loads however would be accounted for due to the outward bend of the towers that support the tension cables.

The core is A braced steel frame, designed to laterally resist wind loads.

Additional benefits discovered were high resistance to wind loads and versatility of floor layout with large column-free areas.

The span structure has an aerodynamic cross-section to assume squally wind loads.