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Turkish Karmnl1158
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Sa Brothers and Friends, first of all, I have problems with the project, be it statically. What system would you recommend? ***In consoles, should the ribbed floors be continuous between the floors or should they be continuous with the consoles, which is more important. ***How can it be understood from the values whether the foundation carries a load for the combined shell results analysis? ***Again, should the depth of the cantilevered beam or butt beam be greater or should it be a flat beam. ***It varies from system to system, but whether to transfer the load linearly by inserting a beam of 50 cm offset next to the column or a non-linear beam from column to column should be preferred..