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Hi.
I ask you for help with the sizing of a single unit as in the sole.pdf.
I have an area of 2.9x4.0 = 11.6 [mq] where lies a weight of 28.3 [kg/mq]then I have a qprop[kg]= 28.3x11.6 = 3528 kg (approximately 4000 kg)
qpropy[N]= 4000 kg x 9.81 [m/s^2] = 39240 [N]considering a dynamic load of 35000 n (load distributed over the entire loft)
= 39240 [N] + 35000 [N] = 74240 [N]i.e. linear load = qtot/(0.95+1+0.95) = 25600 [N/m] --I'm not sure of this passage--
I consider the linear load along the shortest side (950 + 1000 + 950) and I obtain, assuming a structure with simply supported constraints, the loads as in soliio2.
Now I ask myself a few things:
1. is it right to hypothesize the structure simply supported or should I assume a more complex structure?
2. do they seem fair to you the calculations of binding reactions?
thanks for the help
Mysteries
I ask you for help with the sizing of a single unit as in the sole.pdf.
I have an area of 2.9x4.0 = 11.6 [mq] where lies a weight of 28.3 [kg/mq]then I have a qprop[kg]= 28.3x11.6 = 3528 kg (approximately 4000 kg)
qpropy[N]= 4000 kg x 9.81 [m/s^2] = 39240 [N]considering a dynamic load of 35000 n (load distributed over the entire loft)
= 39240 [N] + 35000 [N] = 74240 [N]i.e. linear load = qtot/(0.95+1+0.95) = 25600 [N/m] --I'm not sure of this passage--
I consider the linear load along the shortest side (950 + 1000 + 950) and I obtain, assuming a structure with simply supported constraints, the loads as in soliio2.
Now I ask myself a few things:
1. is it right to hypothesize the structure simply supported or should I assume a more complex structure?
2. do they seem fair to you the calculations of binding reactions?
thanks for the help
Mysteries