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I think the best way is doing by hand or design the wall between openings as a shear wall. I have never seen a good masonry program.

I agree with others. It is better to create an Excel program. It might not be as accurate as software in market or gives bigger sizes but better than doing by hand.

SteelyLee No, I have not seen it. Could you please send it to me. What a bout the connection in top and bottom of the column supporting top of the roof?? I attache another sketch below. My main problem is connecting the end of roof to existing structure while allowing it to move to sides, up...

SteelyLee do you have nay example or sketch showing how to make those connections? Do not forget hat the roof has slope, then it needs something like hinge to enable it to move up and down. what about horizontal movement along the wall? This is another sketch I...

The thing is the racking support is not vertical but with angle in both axis. the other thing is how to connect it in existing wall if it goes to sides or up and down by loads. Another file shows existing...

Please find attached file a copy of the architects drawings. The existing building is a concrete/brick bunker with concrete roof. It will be extended with glass cladding and aluminium roofs. Your comments are greatful. Apparently I can not attache more than one file. If you require more...

Hi I am new in this forum and I do not know where to put this question. I am involved in design of a new triangular aluminium canopy roof extending with an angle to 3m in height and length from an existing building with concrete walls and roof. The pik edge of roof will be supported by a...