Professor Mohammad Bolhassani
In this project, I used the program SAP2000 to model a commercial building based on its structural plans. I proceeded to apply the appropriate boundary conditions, internal releases, loads, and load combinations in order to decide the appropriate structural members to integrate throughout the building.
In this project, I used the program SAP2000 to model a commercial building based on its structural plans. I proceeded to apply the appropriate boundary conditions, internal releases, loads, and load combinations in order to decide the appropriate structural members to integrate throughout the building.
![](https://cdn.myportfolio.com/7819f4b8-3403-4dc6-a52b-bfc07998ed40/ab934b90-b9b7-48d7-8112-4f3d4c2fe4c8_rw_1920.jpg?h=873dbb5684bade5d00d78e75f50427b8)
Final Members used
Roof Joists = W10x22
Truss members = W4x13
Columns = W10x49
Mezzinine joists = W10x22
Mezzinine girders = W12x26
Mezzinine edges = W6x15
Short columns = W6x20
Roof Joists = W10x22
Truss members = W4x13
Columns = W10x49
Mezzinine joists = W10x22
Mezzinine girders = W12x26
Mezzinine edges = W6x15
Short columns = W6x20
![](https://cdn.myportfolio.com/7819f4b8-3403-4dc6-a52b-bfc07998ed40/6fcb0ec3-7a08-469e-a413-2bff3b1233eb_rw_3840.jpg?h=bca492d934bb678283b7ee7e9840ccae)
![](https://cdn.myportfolio.com/7819f4b8-3403-4dc6-a52b-bfc07998ed40/f5e0321b-e3c1-4492-bbf4-534d1ceae5d6_rw_1920.jpg?h=62a1a907dcbbe6e5d1f76a58a6b35131)
![](https://cdn.myportfolio.com/7819f4b8-3403-4dc6-a52b-bfc07998ed40/07aeda2e-7d36-4575-b854-74359c664996_rw_1920.jpg?h=d8481981ee640da4cc64674f6aad2f32)
![](https://cdn.myportfolio.com/7819f4b8-3403-4dc6-a52b-bfc07998ed40/10b0a0af-7509-4b45-92a8-8576d3a68bd2_rw_1920.jpg?h=7b6d5094cbb22c6c024a20ca5d4afd6b)