DASARUN
Structural
- Nov 1, 2017
- 1
I have a situation to design a single base plate for two steel column.
Column section - Hollow circular.
Baseplate - Rectangular, two columns are inclined to baseplate and they are placed close to each other with 50 mm space between them.
Anchors shall be cast in with concrete PT Slab of thickness 300 mm.
Axial, Moment and Horizontal shear acting at base.
How can I design it using AISC standards?
How I will find out equivalent bearing length and critical section?
Column section - Hollow circular.
Baseplate - Rectangular, two columns are inclined to baseplate and they are placed close to each other with 50 mm space between them.
Anchors shall be cast in with concrete PT Slab of thickness 300 mm.
Axial, Moment and Horizontal shear acting at base.
How can I design it using AISC standards?
How I will find out equivalent bearing length and critical section?
