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.
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Designing an attached slab
- Thread starter pdel
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johnbridge231
Civil/Environmental
You can add a fixed restrained to the joints at its edge.
Analysis and Design of arbitrary cross sections
Reinforcement design to all major codes
Moment Curvature analysis
Analysis and Design of arbitrary cross sections
Reinforcement design to all major codes
Moment Curvature analysis
- Thread starter
- #3
- Status
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