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AISC
Wednesday 28th of January 2026 09:51:08 PM
AISC V_13th |
Shape:
Properties:
| Depth-d(in)= |
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| h HSS ht(in)= |
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| b(in)= |
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| t-nom(in)= |
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| t-des(in)= |
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| Weight (lb/ft)= |
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| Web-tw(in)= |
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| Flange-tf(in)= |
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| A Area(in2)= |
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| Zx(in3)= |
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| Zy(in3)= |
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| Sx(in3)= |
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| Sy(in3)= |
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| Ix(in4)= |
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| Iy(in4)= |
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| Kdet= |
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| L Radio Giration Rz= |
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| Rx= |
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| Ry= |
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| J-Torsion= |
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| OutSide DIA= |
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| InsDIA= |
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| C torsion HSS (in3)= |
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| htw (H_T) HSS = |
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TEST aaayyy
| Rebar#:
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Rebar#:
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Area(in2)= |
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Area(in2)= |
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| Dia(in)= |
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Dia(in)= |
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STRANDS sizes:
0 0.6 1/2 3/8 7/16 9/16
REBAR sizes:
0 3 4 5 6 7 8 9 10 11 14 18
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TEST 111yyy
| Strand Size:
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| Area(in2)= |
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| Dia(in)= |
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| Lbs_ft= |
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TEST222yyy
| Strand Size:
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| Area(in2)= |
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| Dia(in)= |
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| Lbs_ft= |
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TEST3333yy
| Strand Size:
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| Area(in2)= |
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| Dia(in)= |
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| Lbs_ft= |
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