beautifulhills
Specifier/Regulator
- Jul 26, 2014
- 30
We have a project for two story structures, with full engineering design for the structure in
W6 x 12
W6 x 16.
W8 x 15.
W10 x 19.
W12 x 22 placed horizontally
HSS2 x 2x 3/16”
HSS 2 x 2 x ¼.
HSS 4 x 4 x ¼.
HSS 4 x 6 x1/4
HSS 6 x 4 x ¼
placed vertically
The current plans prescribe
THE STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING:
A. STRUCTURAL W SHAPES: ASTM A992 OR EQUIVALENT, GRADE 50, HAVING A MINIMUM YIELD STRENGTH OF 50 KSI, UNLESS NOTED OTHERWISE. B. RECTANGULAR HSS SECTIONS: ASTM A500 GRADE C HAVING A MINIMUM YIELD STRENGTH OF 50 KSI OR EQUIVALENT
As everyone reading this knows, plans are subject to change, amendment and refinement
We have found a mini mill which from several reports will be using scrap as the source for their new mill. They're early in the mill build process, and it's difficult to get data from them (3rd world etc)
Is it likely we could use these sections and columns in our two story structure (with modification of the plans if necessary)?
W6 x 12
W6 x 16.
W8 x 15.
W10 x 19.
W12 x 22 placed horizontally
HSS2 x 2x 3/16”
HSS 2 x 2 x ¼.
HSS 4 x 4 x ¼.
HSS 4 x 6 x1/4
HSS 6 x 4 x ¼
placed vertically
The current plans prescribe
THE STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING:
A. STRUCTURAL W SHAPES: ASTM A992 OR EQUIVALENT, GRADE 50, HAVING A MINIMUM YIELD STRENGTH OF 50 KSI, UNLESS NOTED OTHERWISE. B. RECTANGULAR HSS SECTIONS: ASTM A500 GRADE C HAVING A MINIMUM YIELD STRENGTH OF 50 KSI OR EQUIVALENT
As everyone reading this knows, plans are subject to change, amendment and refinement
We have found a mini mill which from several reports will be using scrap as the source for their new mill. They're early in the mill build process, and it's difficult to get data from them (3rd world etc)
Is it likely we could use these sections and columns in our two story structure (with modification of the plans if necessary)?