jochav52802
Structural
- Nov 28, 2018
- 81
Good Day,
I'd appreciate any guidance in how to design reinforcement for a foundation modeled using solid elements in RISA-3D.
Specifically, how do I take the outputted stresses and convert them to moments and shears to compare those values to the ACI 318-19 capacities?
Many thanks in advance for any support here!
I'd appreciate any guidance in how to design reinforcement for a foundation modeled using solid elements in RISA-3D.
Specifically, how do I take the outputted stresses and convert them to moments and shears to compare those values to the ACI 318-19 capacities?
Many thanks in advance for any support here!