7/25/2019 Fire Evacution Device

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7/25/2019 Fire Evacution Device

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Connection

point

C. Wind rails and Loads at the Anchoring Points

1. Cabin Wind Loads

In the most extreme (acceptable) wind

conditions and in case of unbalancedloading, the cabin imposes the

following maximum forces on each

rail, at each connection point

Fx=253 Kgf

Fy=357 Kgf

Fz=100 Kgf

Note: Since at the ICC project the

cabin pathway is the niche, we expect

much lower forces, if any.

2. Reactions for sub anchoring installation:

Building reactions under each side of the winch (there are two anchoring point on

each side):

Vertical reaction: Rz = 65 [KN]

Horizontal reaction in machine direction: Rx = 5 [KN]

Horizontal reaction in perpendicular direction: Ry = 5 [KN]

Note: the anchoring points and dimensions can be adjusted accordance with

building requirements.

RxRz

Ry

RxRz

Ry