8/3/2019 8995G550 calcs3

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www.clarkwestern.com

2001 North American Specification w/2004 Supplement ASDDATE: 8/16/2008

SECTION DESIGNATION: Single

INPUT PROPERTIES:Web Height = 89.00 mm Steel Thickness = 0.950 mmTop Flange = 41.00 mm Inside Corner Radius = 1.600 mmBottom Flange = 39.00 mm Yield Stress, Fy = 550 MpaStiffening Lip = 11.00 mm Fy With Cold-Work, Fya = 550 Mpa

OUTPUT PROPERTIES:

Effective Section Properties, Strong AxisNeutral Axis from Top Fiber (Ycg) 48.5 mmMoment of Inertia for Deflection (Ixx) 205512 mm^4Section Modulus (Sxx) 3892 mm^ 3Allowable Bending Moment (Ma) 1281.77 N-m

Gross Section Properties of Full Section, Strong Axis

Neutral Axis from Top Fiber (Ycg) 45.0 mmMoment of Inertia (Ixx) 221373 mm^4Cross Sectional Area (A) 174.5 mm^2Radius of Gyration (Rx) 35.6221 mm

Section Properties, Weak AxisGross Neutral Axis (Xcg) From Web Face 12.8818 mmGross Moment of Inertia (Iyy) 38817 mm^4Radius of Gyration (Ry) 14.9166 mmEffective Section Modulus (Syy) 1238 mm^3Effective Neutral Axis (Xcg) from Web Face 17.1939 mmAllowable Moment (May) 407.85 N-m

Other Section Property DataMember Weight per Foot of Length 13.4284 N/mAllowable Shear Force In Web (Unpunched) 6271 NPao for use in Interaction Equation C5-2 28028 N

Torsional PropertiesDist. from Shear Center to Neutral Axis (Xo) -31.7971 mmSt. Venant torsion Constant (J x 1000) 52482 mm^4Warping Constant (Cw) 65816644 mm^6Radii of Gyration (Ro) 50.0249 mmTorsional Flexural Constant (Beta) 0.5960

Allowable Web Crippling Loads (N)38.10mm END BRNG 88.90mm INT BRNG

Cond 1 Cond 3 Cond 2 Cond 4Single Member 2425 1842 5852 6205

FRAMECAD SOLUTIONS

8/3/2019 8995G550 calcs3

2/2

FRAM

EC

AD

SO

LUT

ION

S

WC

www.clarkwestern.com

2001 North American Specification w/2004 Supplement ASDDATE: 8/16/2008

SECTION DESIGNATION: Single

INPUT PROPERTIES:Web Height = 89.00 mm Steel Thickness = 0.950 mmTop Flange = 41.00 mm Inside Corner Radius = 1.600 mmBottom Flange = 39.00 mm Yield Stress, Fy = 550 MpaStiffening Lip = 11.00 mm Fy With Cold-Work, Fya = 550 Mpa

COMBINED AXIAL AND BENDING LOADS

INPUT PARAMETERSOverall Wall Height = 3.0Lateral Load = 1050.0 N/m^2Lateral Load Multiplied by 1.00 for interaction checksListed Allowable Axial Load multiplied by 1.00 for interaction checksLateral load not modified for deflection calculations

Studs Considered Fully Braced for Bending

ALLOWABLE LOADS (N)

SPACING MaximumBRACING 305 mm 450 mm 600 mm KL/r

NONE 2371 1899 1427 201

MID Pt 5565 4358 3214 101

THIRD Pt 7815 6028 4399 84

SHEATH 2 SIDES N/A N/A N/A 84

DEFLECTION L/371 L/252 L/189

FRAMECAD SOLUTIONS