Complete the calculation of the carrying capacity of the sandwich panel + profile in ANSYS
The sandwich metal coatings are made of the S280GD steel brand, the density of the PIR is 39kg/m3. I will provide additional information on the characteristics.
The calculation is desirable to perform in Ansys.
The second option:
It is necessary to carry out the calculation of the carrying capacity with the joint work of the T153*0.8mm + sandwich panel 100 PIR. Stainless steel for S320GD.
The drawings with the sizes of sandwich and proflist applied in the dwg format.
Applications 1
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247 2 0 Good day my colleague,
I can send the preliminary results. Deformations and tensions. The loss of sustainability is also considered.
Questions to clarify:
1 . The width of the support on which Sandwich will rely. If the ball is 6 m, then so far it has taken 100 mm with the possibility of rotating around the transversal axis.
2nd Compressed area of the upper sheets. Local loss of sustainability is calculated. A fixed reserve stability ratio.
Three Load = Kiev + 10 kg/m2.
Tensions, deformations, the form of loss of resistance of the upper compressed leaves will come to discuss. Calculations in Ansys.
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6086 101 0 Good morning ready to discuss, there is a question price and time after discussion
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Автор, а для чого ви це розраховуєте, адже кожен виробник покрівельних матеріалів, має таблиці допустимих навантажень при різних довжинах прольотів і схемах обпирання?
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на проліт 6 м, сендвіч 100 мм не пройде жоден.
профіль 153 в металі 0.8 мм коштуватиме під 500- 600 грн, а поклавши зверху сендвіч пір 100 мм за 1200 грн, можливо і отримаєм несучу здатність, проте витратим шалені кошти.
Думаю варто шукати альтернативне рішення. -
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