In: Civil Engineering
arrive the cross section of a plate girders for railway bridge with effective span of 30m and dead load on the open floor 7.5 KN/m . equivalent total load for BM calculation per track is 2727KN and for shear is2927 kN
I have provided the Riveted plate Girder. I have given design for web plate, flange plate, and flange angles.
As the code to be used is not mentioned in the question, I am designing using Indian Code of Design. Please don't mind the answer if it is not relevant to you, just ignore it and don't give a negative rating.