Seek templates for the load capacity calculation checks of various steel section supports
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I am looking for templates for calculating and checking the load-bearing capacity of various types of steel support structures. For example, four 16# channel steels are placed back to back and welded together to form a square frame, on which a 4-ton reaction kettle is placed (with its four mounting brackets resting on the channel steels). Please check whether the strength and stiffness of this structure are sufficient; is it feasible? Should channel steel be placed upright or horizontally?
Ask the people in charge of structure to do the calculation.
Please read: \"Comprehensive Book on Chemical Equipment Design – Steel Frames\"