Hopefully this is not me being lazy, but I'm wondering if there is a better way to write the for statements in the attached calculations.

For reference the calculation is to determine the location of point loads on beam segments which are part of a continous beam with hinges. There are point loads on joist, located to the left of the beam and also to the right of the beam.

Also if there were some sort of loop to combine the two matrices and organize them so that the point loads from the left side and the right side were in one matrix and in order from the point load closet to 0ft incrementing to the end of the beam.

EDIT:
Few errors in that file

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Analysis - Location of Point Loads.sm (25 KiB) downloaded 72 time(s).