SS_Upright.xls
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document.xls STAINLESS STEEL SUPPORTING ARM Modulus E = 200000 Design strength = 200 Depth d = 100 mm Thickness t = 12 mm Effective Lengt = 3200 mm Plastic Modulus = 30000 Section Modulus = 20000 Ratio = 0.667 Limiting equivalent slenderne = = 39.738 Equivalent slenderness = = 107.772 Perry coefficient = = 0.476 = 0.007 Plastic moment capacity = = 6000000 Nmm Elastic critical moment = = 5098456 Nmm = = 6763262 Nmm Buckling resistance moment = = 2.871 kNm N/mm 2 py N/mm 2 LE Sx mm 3 Zx mm 3 bw Zx/Sx lLO 0.4Ö(p 2 E/py) lLT 2.8Ö(bwLEd/t 2 ) hLT ab(lLT - lLO) ab Mp pySx ME Mpp 2 E/(lLTpy) fB (Mp+(hLT+1)ME)/2 Mb MEMp/(fB+Ö(fB 2 -MEMp))
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document.xls
STAINLESS STEEL SUPPORTING ARM
Modulus E = 200000
Design strength = 200Depth d = 100 mmThickness t = 12 mm
Effective Length = 3200 mm
Plastic Modulus = 30000
Section Modulus = 20000
Ratio = 0.667
Limiting equivalent slenderness = = 39.738
Equivalent slenderness = = 107.772
Perry coefficient = = 0.476
= 0.007
Plastic moment capacity = = 6000000 Nmm
Elastic critical moment = = 5098456 Nmm
= = 6763262 Nmm
Buckling resistance moment = = 2.871 kNm
N/mm2
py N/mm2
LE
Sx mm3
Zx mm3
bw Zx/Sx
lLO 0.4Ö(p2E/py)
lLT 2.8Ö(bwLEd/t2)
hLT ab(lLT - lLO)
ab
Mp pySx
ME Mpp2E/(lLTpy)
fB (Mp+(hLT+1)ME)/2
Mb MEMp/(fB+Ö(fB2-MEMp))