HBM Experience – BATaylor Oak Park

Finite Element Model of the structure was developed using SAP 2000 to reflect the true geometry of structure. Beams and columns weremodeled by line elementsandbeam ends were released to simulate shear connections wherever needed

Gravity and wind loads were calculated and applied on the shafts in different load cases. Load cases were further factored and combined to create load combinations.

Prime Consultant:
B.A. Taylor and Associates
HBM Engineering Group, LLC