AISC
Sunday 22nd of December 2024 04:24:31 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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