- distribution of the outer contour of the overhang load by pulling the curtain q = 600 N / m (60 kg / m);
- concentrated vertical R = 1200 H (120 kg) applied anywhere in the overlap caused by the weight of installers.
Terms of calculation
Allowable stresses are assumed equal to the calculated resistances Ry: p>
- the mass of farms and horizontal communication - 235 MPa (23.5 kg/mm2); p>
- Rack - 242 mPa (24.2 kg/mm2); p>
- deadbolts - 235 mPa (23.5 kg/mm2). p>
p>
p>
Allowable deflections [W] are assumed equal to 1/200 of the span. p>
According to SNiP 2.01.02-85 "steel structures" allow flexibility [A] stands at 150. p>
calculations of the structural elements only the most tense, and not only on the most favorable load. p>
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