Hi Civilian, These are stiffener plates either at the ends or along the lengths of I-beams, H-columns or C-channels, to make them stiffer against buckling. The spacing depends on the axial load as well
Hi Sai, Your query is not very clear to me. I presume you are looking for an input file (EDB file) for a RC building? If so, this is not in PDF format. If you are looking for some sample buildings
Hi Ravi, many of the questions you ask me about ETABS can be answered by simply going to the help menu, such as below: Draw Section Cuts Form: Section Cut Stresses & Forces Use the Draw menu
Hi Ravi, 1. You can consider them fixed, but with property modifiers to simulate cracked sections for purposes of sway/deflection. 2. That depends on whether the peripheral beams are supporting the
Hi Idahor, You really need to consult an estate agent/surveyor for a detailed list, but these websites should assist. As far as structure is concerned, you need to check for any cracks, settlement,

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