Designing an attached slab
Designing an attached slab
(OP)
I am designing a slab as a cover for a balcony (small 12 feet by 5 feet attached to the existent structure at the 4th floor). How can I draw it in SAFE in a way that I am not recalculating the existent building and it give me all the moments, shear forces required for the slab.





RE: Designing an attached slab
Analysis and Design of arbitrary cross sections
Reinforcement design to all major codes
Moment Curvature analysis
http://www.engissol.com/cross-section-analysis-des...
RE: Designing an attached slab