Single & Back-to-Back StiffWall Column Product Profile
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1 Single & Back-to-Back StiffWall Column Product Profile Material Properties ASTM A1003/A1003M or ASTM A653/A653M, Grade 50 (340), 50ksi (340MPa) minimum yield strength, 65ksi (450 MPa) minimum tensile strength, G-60 (Z180) hot-dipped galvanized coating; or equivalent. Single Back-to-Back Single & Back-to-Back StiffWall Column Product Profile Overall Depth Flange Width Return Lip 1 Return Lip 2 Inside Bend Radius Design Thickness D B d1 d2 R t (in) (in) (in) (in) (in) (in) Unit Weight 800C/STW Standard (S) section studs will not fit in the StiffWall Boot and should not be considered as a substitute for the StiffWall Column. The Steel Network, Inc Load Bearing Wall Members Page 32 (lbs/ft) 350C/STW C/STW C/STW C/STW C/STW C/STW C/STW C/STW C/STW C/STW C/STW C/STW C/STW C/STW C/STW C/STW C/STW C/STW C/STW C/STW C/STW C/STW C/STW C/STW C/STW C/STW C/STW C/STW C/STW C/STW C/STW C/STW
2 Built-Up StiffWall Column Product Profile Material Properties ASTM A1003/A1003M or ASTM A653/A653M, Grade 50 (340), 50ksi (340MPa) minimum yield strength, 65ksi (450 MPa) minimum tensile strength, G-60 (Z180) hot-dipped galvanized coating; or equivalent. Page 33 Load Bearing Wall Members The Steel Network, Inc.
3 Built-Up StiffWall Column Product Profile Built-Up StiffWall Column Product Profile Depth (in) Components Design Overall Depth Flange Width Return Lip 1 Thickness D B d1 t (in) (in) (in) (in) Unit Weight (lbs/ft) 350 (3P) 350C/STW (3P) 350C/STW (2) 350C/STW (2) 350C/STW (3P) 362C/STW (2) 362C/STW (3P) 362C/STW (2) 362C/STW (4P) 362C/STW (2) 362*C/STW T N/A (2) 362*C/STW (4P) 362C/STW T N/A (3P) 400C/STW (2) 400C/STW (3P) 400C/STW (2) 400C/STW (4P) 400C/STW (2) 400*C/STW T N/A (2) 400*C/STW (4P) 400C/STW T N/A (3P) 550C/STW (3P) 550C/STW (2) 550C/STW (2) 550C/STW * Overall Depth (D) varies from Single and Back-to-Back sections The Steel Network, Inc Load Bearing Wall Members Page 34
4 Built-Up StiffWall Column Product Profile Built-Up StiffWall Column Product Profile Depth (in) Components Design Overall Depth Flange Width Return Lip 1 Thickness D B d1 t (in) (in) (in) (in) Unit Weight (lbs/ft) (3P) 600C/STW (2) 600C/STW (3P) 600C/STW (2) 600C/STW (4P) 600C/STW (2) 600*C/STW (2) 564SGP N/A (4P) 600C/STW (2) 600*C/STW (2) 564SGP N/A (2) 600*C/STW (5P) 600C/STW (2) 564SGP N/A (2) 600*C/STW (5P) 600C/STW (2) 564SGP N/A (3P) 800C/STW (2) 800C/STW S (3P) 800C/STW (2) 800C/STW S (4P) 800C/STW (2) 800*C/STW (2) 764SGP N/A (4P) 800C/STW (2) 800*C/STW (2) 764SGP N/A (2) 800*C/STW (5P) 800C/STW (2) 764SGP N/A S (2) 800*C/STW (5P) 800C/STW (2) 764SGP N/A S * Overall Depth (D) varies from Single and Back-to-Back sections Page 35 Load Bearing Wall Members The Steel Network, Inc.
5 Single StiffWall Column Properties Important Notes 1. properties and capacities are calculated in accordance with AISI S Tabulated gross properties are based on the full-unreduced cross section of the studs, away from punchouts. 3. Effective section properties incorporate the strength increase from the cold-work of forming as applicable per AISI S100 Sec. A Net effective section properties are calculated at a cross section through the punchout. 5. For deflection calculations, use the effective moment of inertia. 6. The effective moment of inertia for deflection is calculated at a stress which results in a section modulus such that the stress times the section modulus at that stress is equal to the allowable moment. 7. The StiffWall Column must be used with the StiffWall Boot. Standard (S) sections will not fit inside the StiffWall Boot or Strap Track. Single StiffWall Column Properties Gross Properties Effective Properties 50 ksi Area I x S x R x I y R y Jx1000 C w R o X o m I x ß (in 2 ) (in 4 ) (in 3 ) (in) (in 4 ) (in) (in 4 ) (in 6 ) (in) (in) (in) (in 4 ) (in 3 ) 350C/STW C/STW C/STW C/STW C/STW C/STW C/STW C/STW C/STW C/STW C/STW C/STW C/STW C/STW C/STW C/STW C/STW C/STW C/STW C/STW C/STW C/STW C/STW C/STW C/STW C/STW C/STW C/STW C/STW C/STW C/STW C/STW C/STW S x (net) The Steel Network, Inc Load Bearing Wall Members Page 36
6 Single StiffWall Column Axial Load Tables Important Notes 1. Allowable loads are based on specified weak axis and torsional bracing for axial load calculation. 2. s are punched with a standard punch-out 1.5" wide located along the centerline of the web 24" o.c. 3. Allowable loads are based on a punched section for axial load calculation. 4. The allowable axial strength for distortional buckling is based on an assumed k = Weak axis and torsional bracing should have sufficient stiffness and strength to resist the axial load. 6. Strength increase due to cold work of forming is incorporated in calculating allowable loads as per AISI S100, Sec. A The StiffWall Column must be used with the StiffWall Boot. Standard (S) sections will not fit inside the StiffWall Boot or Strap Track. 8. StiffWall Columns are delivered to the job site with Boots pre-attached at the top and bottom for fast installation. Page 37 Load Bearing Wall Members Single Maximum Unbraced Length = 48" Maximum Unbraced Length = 60" Max Unbraced Length = Full Height SW Column Height (ft) SW Column Height (ft) SW Column Height (ft) C/STW C/STW C/STW C/STW C/STW C/STW C/STW C/STW C/STW C/STW C/STW C/STW C/STW C/STW C/STW C/STW C/STW C/STW C/STW C/STW C/STW C/STW C/STW C/STW C/STW C/STW C/STW C/STW C/STW C/STW C/STW C/STW C/STW The Steel Network, Inc.
7 Back-to-Back (Fastener Spacing = 24 in) Back-to-Back Axial Load Tables Important Notes 1. Allowable loads are based on specified weak axis and torsional bracing for axial load calculation. 2. s are punched with a standard punch-out 1.5" wide located along the centerline of the web 24" o.c. 3. Allowable loads are based on a punched section for axial load calculation. 4. The allowable axial strength for distortional buckling is based on an assumed k = Weak axis and torsional bracing should have sufficient stiffness and strength to resist the axial load. 6. Strength increase due to cold work of forming is incorporated in calculating allowable loads as per AISI S100, Sec. A Allowable loads for Back-to-Back sections are based on maximum attachment interval of 24" o.c. via weld, bolts, or screws. 8. The StiffWall Column must be used with the StiffWall Boot. Standard (S) sections will not fit inside the StiffWall Boot or Strap Track. 9. StiffWall Columns are delivered to the job site with Boots pre-attached at the top and bottom for fast installation. Maximum Unbraced Length = 48" Maximum Unbraced Length = 60" Max Unbraced Length = Full Height (Back-to-Back) SW Column Height (ft) SW Column Height (ft) SW Column Height (ft) (2) 350C/STW (2) 350C/STW (2) 350C/STW (2) 350C/STW (2) 350C/STW (2) 350C/STW (2) 362C/STW (2) 362C/STW (2) 362C/STW (2) 362C/STW (2) 362C/STW (2) 362C/STW (2) 400C/STW (2) 400C/STW (2) 400C/STW (2) 400C/STW (2) 400C/STW (2) 400C/STW (2) 550C/STW (2) 550C/STW (2) 550C/STW (2) 550C/STW (2) 550C/STW (2) 600C/STW (2) 600C/STW (2) 600C/STW (2) 600C/STW (2) 600C/STW (2) 800C/STW (2) 800C/STW (2) 800C/STW (2) 800C/STW (2) 800C/STW The Steel Network, Inc Load Bearing Wall Members Page 38
8 Built-Up Axial Load Tables Important Notes 1. Allowable loads are based on specified weak axis and torsional bracing for axial load calculation. 2. s are punched with a standard punch-out 1.5" wide located along the centerline of the web 24" o.c. 3. Allowable loads are based on a punched section for axial load calculation. 4. The allowable axial strength for distortional buckling is based on an assumed k = Weak axis and torsional bracing should have sufficient stiffness and strength to resist the axial load. 6. Strength increase due to cold work of forming is incorporated in calculating allowable loads as per AISI Specification Sec. A The StiffWall Column must be used with the StiffWall Boot. Standard (S) will not fit inside the StiffWall Boot or Strap Track. 8. StiffWall Columns are delivered to the job site with Boots pre-attached at the top and bottom for fast installation. 9. Allowable loads for built-up sections are based on maximum attachment interval of 24" o.c. via weld, bolts, or screws. (Built-up Column) (all 50 ksi) Thickness (mils) Built-Up (Fastener Spacing = 24 in) Max Unbraced Length = 48" Max Unbraced Length = 60" Max Unbraced Length = Full Height SW Column Height (ft) SW Column Height (ft) SW Column Height (ft) (3P) 350C/STW (C/STW), 97(S) (3P) 350C/STW (C/STW), 97(S) (3P) 362C/STW (C/STW), 97(S) (3P) 362C/STW (C/STW), 97(S) (4P) 362C/STW (C/STW), 97(S), 97(T) (4P) 362C/STW (C/STW), 97(S), 97(T) (3P) 400C/STW (C/STW), 97(S) (3P) 400C/STW (C/STW), 97(S) (4P) 400C/STW (C/STW), 97(S), 97(T) (4P) 400C/STW (C/STW), 97(S), 97(T) (3P) 550C/STW (C/STW), 97(S) (3P) 550C/STW (C/STW), 97(S) (3P) 600C/STW (C/STW), 97(S) (3P) 600C/STW (C/STW), 97(S) (4P) 600C/STW (C/STW), 97(SGT) (4P) 600C/STW (C/STW), 97(SGT) (5P) 600C/STW (5P) 600C/STW (C/STW), 97(S), 97(SGT) 118 (C/STW), 97(S), 97(SGT) (3P) 800C/STW (C/STW), 97(S) (3P) 800C/STW (C/STW), 97(S) (4P) 800C/STW (C/STW), 97(SGT) (4P) 800C/STW (C/STW), 97(SGT) (5P) 800C/STW (5P) 800C/STW (C/STW), 97(S), 97(SGT) 118 (C/STW), 97(S), 97(SGT) Page 39 Load Bearing Wall Members The Steel Network, Inc.
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