Stud Design for Panel LE8
Company: Project:
FrameUpNow Immense Kirkland, AZ 86332 8395 S Mayor Dr
Tab Name: Dwg Name: Detailer: Print Date: Page No:
Panel.2 550 S 20G WALL Immense-550 BA 08-05-2025 1
Job Number:
500
Panel Label:
LE8
DESIGN LOADING: Steel Design Code Loading Code: Wind Speed (mph) Terrain Factor Kz Importance Factor I Topography Factor Kzt
DESIGN RESULTS: Stud Material Stud Spacing Type Nominal Wall Height Nominal Noggin Spacing Max Nominal Stud Spacing Actual Nominal Stud Spacing Stud Engineering Compliance
AISI S100-20 LRFD IBC 2021 LRFD
550S162-33-50 Single Absolute
W115 1.00 1.00 1.00
1'-9" 1'-9" 29'-6" 2'-0"
Wall Location Usage Type Dead Load (G)
External
%
Load Bearing
Manually Altered
Yes
0.0 0.0 0.0 0.0 0.0 0.0 0.0
plf plf plf plf plf plf plf psf psf plf
Live Load (Q1 = max(Q2,Q3)) Roof Live Load (Q2) Floor Live Load (Q3) Live Load (Q4 = Q2+Q3) Wind Up Load (Wu) Wind Down Load (Wd) Wind Horizontal Load (Wh) Wind Horizontal C&C (WhCC)
SECTION DIMENSIONS (SINGLE STUD):
Section Shape Section Height Section Width Lip Length
LC
5.50 1.62 0.50
in in in in in in
Inside Radius Material Thickness Service Hole Width Yield Strength Tensile Strength
0.0780 0.0346
24.4 34.5 4.1 250 160
1.50
Panel Self Weight Applied Point Load (P) Impact Load (P2)
50 60
Ksi Ksi
lb lb
SECTION PROPERTIES (SINGLE STUD):
LOAD CASE RESULTS:
Max Stud Spacing
Gross Area Section Mass Centroid Left Centroid Top
0.3271 1.145 0.42 2.73 1.460 0.113
in² lb/ft
(single stud):
1.2G + 1.6Q2 + 0.5Q3 1.2G + 0.5Q2(or S) + 1.6Q3 1.2G + 0.5Q3 + 1.6S 1.2G+0.5Q2(or S)+0.5Q3+1.0Wh 1.2G + 1.6Q2(or S) + 0.5Wh 1.2G + 1.6P1
354.33 354.33 354.33 354.33 354.00 354.00 354.33 354.33 8701.65
in in in in in in in in in
in in
Second Moment of Inertia Ix Second Moment of Inertia Iy Radius of Gyration rx Radius of Gyration ry
in ⁴ in ⁴ in in
2.11 0.59 1.12
1.0WhCC 0.42WhCC
Shear Centre x Shear Centre y Polar Gyration ro Torsion Constant J Warping Constant Cw
in in in
0.0000
P2
2.47
0.0001310
in ⁴ in ⁶
0.7104
SECTION CAPACITIES (SINGLE STUD): Shear Capacity Φ vVn
1049 13972 6583 6230 1646 1490 1646 1490
lb lb lb lb
Tension Capacity Φ tTn Compression Capacity Φ cPno Compression Capacity Φ cPn Bending Capacity Φ bMnxo- Bending Capacity Φ bMnx- Bending Capacity Φ bMnxo Bending Capacity Φ bMnx
lb-ft lb-ft lb-ft lb-ft
FRAMECAD Structure (Version 9.2.5.23)
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