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OK, BUT i want to know if the second floor slab weight and the upper girder weight will be transmitted through forms' support to the supporting element in this case the first floor slab and frame.

I have a multi-storey frame and my senior asked to apply construction sequence loads on it, is there any reference for this case or any help to figure out how to calculate these loads.

I want to get the maximum soil settlement using coefficient subgrade reaction (K) and soil bearing capacity, i need a table that shows "k" and B.C for different types of soil, thanks in advance.

https://drive.google.com/file/d/0BxlMokjxG-MTbGxPTngwdDZNVTg/view?usp=drivesdk I want to make this hinged joint to fixed using bolted steel plates or sections, is there any reference or paper that explain this approach in details, thanks in advance...

https://drive.google.com/open?id=0BxlMokjxG-MTcUY0Vzl3QTZ1TGs this is a picture for the example

Good evening I have an assignment to design a slab on grade supported on short columns with height of 1 meter is it right to design it like flat slab or it has another approach?! Thanks in advance.

Thanks for attention guys but What shape do you suggest in this case?

no they have different gravity loads

what kind of shallow footing should i use ? if combined how ? (no software allowed)

Can someone please tell me the way to make them combined footing?