Midas civil distributed loads8/10/2023 ![]() It operates based on finite element analysis code written in C++. ![]() ![]() The programs provide a variety of analytical capabilities such as static analysis, dynamic analysis, and crane moving analysis. ![]() The concept employed for carrying horizontal loads in the superstructure is the core-wall and peripheral shear walls distributed around the structure. The concept employed for transferring the building’s loads to the ground is a raft foundation structure with increased thicknesses in shear-critical areas. Our concept took the structure as a “ductile” wall equivalent system structure. Based on this, our walls were designed as medium class ductile walls and our columns designs also took ductility considerations into account. No one is online right now Recent Comments Structural Design Report of Office Building According to Eurocode In accordance with the Eurocode 8, the design equations relevant for a medium ductility structures were used.Chan Myae on Quantity Surveying/Bar-bending Schedule (B.B.S) Course MIDAS/Civil 3-D bridge analysis and design for post-tensioned, cable stayed, suspension, composite girder, slab, culvert, and frame types of all section shapes reflecting time dependent construction stages.nay myo on Quantity Surveying/Bar-bending Schedule (B.B.S) Course.Ankit Vernekar on Quantity Surveying/Bar-bending Schedule (B.B.S) Course.ban T on Quantity Surveying/Bar-bending Schedule (B.B. ![]()
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