My company uses ETABS Plus version 17. One of us were running a steel structure analysis model with concrete slab on top. When another person checked the model on a different computer, the result turned up different. In the original modeler's computer, the model's steel structure check turned...
Dear all;
I am designing a Tower Crane foundation that (due to construction method reasons) should stand on a steel frame, and the steel columns (I profile) would be embedded into a bored pile, making it a plunge column. Since this is a Tower Crane, we are expecting considerable uplift force...
Dear all,
I am trying to design a tower crane foundation, standing on a pile cap. The manufacturer's brochure told me the necessary loads for foundation, namely the compression (around 2000 kN) and uplift (around 1600 kN) loads, which I would apply on opposite corners of where the TC mast would...
