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I do mine in a somewhat lengthy way. I print them to PDF. From Adobe Acrobat, I export the PDF file to a jpeg or tiff file. In Exel, I insert the image from file. Hope this works for you.

My sentiment (common sense) is that the footing will see no more than the moments or shear imposed on it by the column. If the code wants to bump up the values for strength design, then I'll have to design them separately without trying to follow any design standards. One can go looney trying to...

In many design examples from the ACI318 Design Handbook (for footing strength design for Vu, Mu), the values of W or E is given in terms of a concentrically load P and subsequent q is derived (with proper load combinations) yielding a simple q=P/A. This q is then used to evaluate Vu and Mu and...

In many design examples from the ACI318 Design Handbook (for footing strength design for Vu, Mu), the values of W or E is given in terms of a concentrically load P and subsequent q is derived (with proper load combinations) yielding a simple q=P/A. This q is then used to evaluate Vu and Mu and...