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WELD Group NOT READY !!
Sunday 21st of June 2026 05:24:59 AM
Elastic Vector Method
PCI 7ed 6.7.5.1
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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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Input Data
Nomenclature
d,b,bb = sides lengths
do,bo,bbo = weld lengths side centered.
PCI 7th Ed 6.7.5.1:
Fexx, common values: 70, 80 ksi
ΦFe=0.6
ΦRe=0.75 (Reductions factors)
Px, Py, Pz, Factored Loads
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Results
| Weld Size (in)= |
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| Weld Length (in)= |
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| Ix (in4/in)= |
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| Iy (in4/in)= |
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| Ip (in4/in)= |
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| Xcg (in)= |
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| Ycg (in)= |
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| Mx (k-in)= |
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| My (k-in)= |
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| Mz (k-in)= |
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| f_x (kip/in)= |
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| f_y (kip/in)= |
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| f_z (kip/in)= |
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| Result._FR_(kip/in)= |
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| eyx (in)= |
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| exy (in)= |
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