I’m going to design a long slab (80m by 20m) in hot Regen (Temp, Def, More than 40 Co) how can make the design
admin on February 8th, 2010
High bulindig (H=+35m, L 80m and W20m)
dT=40Co ocncrete frame building + shear walls
The spelling mistakes make it very difficult to interpret this question. Also you left out information. Which is why you are getting no answers.
I’ll try to interpret.
I’m designing a concrete slab 80m x 20m is a hot region, where the temperatures go above 40C. How do I do this design.
But I can’t understand the next two parts.
Bottom line, you need a structural engineer. You can not trust information on this forum in situations where someone’s life could be put in danger, which is what would happen if you designed a building with incorrect information.
The spelling mistakes make it very difficult to interpret this question. Also you left out information. Which is why you are getting no answers.
I’ll try to interpret.
I’m designing a concrete slab 80m x 20m is a hot region, where the temperatures go above 40C. How do I do this design.
But I can’t understand the next two parts.
Bottom line, you need a structural engineer. You can not trust information on this forum in situations where someone’s life could be put in danger, which is what would happen if you designed a building with incorrect information.
References :
well , i can’t tell u but to check the code of this place , u won’t like urself being asked officially for design mistakes , do u ?
but according to my poor knowledge 80*20 is just too large area & lenghtes actually ,
the american code allowes about 40 metres length at most for expansion reasons (if in mild whether) else u have to check the internal thermal stresses ,
which will be really huge inc. the X-sec of ur element for sure.
are u sure u have to choose such structural system
References :
Civil eng. Student