Hello, Access to the site you added the project is blocked."bha":fnkfjvck" said:good day ide structure I have two questions about my attached project. I see two rigid diaphragms on the 1st floor where there should be one rigid diaphragm, how can I fix it
Soil stress control on beamed raft foundation in the program, After analysis under vertical loads It is made by comparing the sum of the G + Q values formed in the raft slabs with the soil safety stress value.The G and Q values can be seen in the plan window and in the Raft Foundation Static and Reinforced Concrete Calculation report. studies2.basically, except for the raft laying, when I start the rafter raft solution, I cannot see the current situation or the ground safety stresses in the raft foundation, even if I create frames with continuous foundations, I could not figure out where the error came from, what would you recommend me to do? linkYou do not have permission to view link Log in or register now.good work
The D18 slab on the ground floor was entered at -140 cm elevation. Check the "creating rigid diaphragm" option in its properties."bha":166ooa13" said:I see two rigid diaphragms on the 1st floor where there should be one rigid diaphragm, how can I fix this
First of all, the foundation system you created in your project is faulty. In the rafter raft slab design, all columns are continuous In the beamless raft foundation system, the borders of the raft slab must be created using only the slab edge. A continuous foundation is defined on 6 axes in the project. This way of data entry is not foreseen in the program. The values written in the G/Q column of the Raft Foundation Static and Reinforced Concrete Calculation Report on the Beamed Raft are basically the absolute value sum gives the stress formed by the vertical loads in that raft slab eye.I couldn't see the floor safety part in the report
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