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Structural SteelExpand Structural Steel
Cold Formed SteelExpand Cold Formed Steel
Reinforced ConcreteExpand Reinforced Concrete
FoundationExpand Foundation
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Steel Properties *
Shape & Classification * Expand Shape & Classification *
Bolt Expand Bolt
Welding Expand Welding
Brace Strength & Stiffness *
Tension Member Expand Tension Member
Compression Member Expand Compression Member
Connection Design Expand Connection Design
HSS Connection Design Expand HSS Connection Design
HSS Truss Connection Design Expand HSS Truss Connection Design
Flexural Member *
Shear *
Beam Column
Tension and Bending *
Composite Beam
Plate Girder
Concentrated Load
Base Plate
Beam Web Opening
Floor Vibrations
Properties of Built-Up Section
Lifting Lug
Monorail
Beam Column Design for 2L
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W HP
WWF
S
C MC
Square Round
Angle
WT
HSS
Equal 2L
LBB 2L
SBB 2L
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Basic Bolt Design *
Bolt Group *
Prying Action *
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Basic Welding Design *
Elastic Welding *
Welding Group (Vector)
Welding Group (I.C.)
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Tension Member Design *
WT Member
Double Angle
Single Angle
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Effective Length Factor *
Axial Load on W, HHS
Axial Load on WT, C, MC, L
Double Angle
WT Bracing
Single Angle
Strut Stiffness *
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Welded Moment Connection
Bolted Moment Connection
Member Splice(Cover Plate)
Member Splice(End Plate)
Shear Tab Connection
Stiffened Extended Shear Tab
End Plate Shear Connection
Double Angle Shear Connection
Single Angle Shear Connection
Bracing Connection
Connection with Claw Angle
Connection Transfer Force
Wrap Plate
Web in Tension
End Plate for Vertical Bracing
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UnStiffened HSS Moment Connection
Reinforced HSS Moment Connection
Moment Connection for HSS Column and Wide Flange Beam
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Plate to Rectangular HSS Connections
Plate to Circular HSS Connections
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Shear Plate to HSS Connections
Cap Plate to HSS Connections
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Rectangular HSS Flane-Plate Connections
Circular HSS Flange-Plate Connections
Welding for HSS Members
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T,Y,X Connections with Circular Chord
K, N Connections with Circular Chord
KT Connections with Circular Chord
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T,Y,X Connections with Square Chord
K, N Connections with Square Chord
KT Connections with Square Chord
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T,Y,X Connections with Rectangular Chord
K, N Connections with Rectangular Chord
KT Connections with Rectangular Chord
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T,Y,X Connections with I-Shaped Chord
K, N Connections with I-Shaped Chord
KT Connections with I-Shaped Chord
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Cold Formed Steel Properties *
Properties of Line Element *
Shape & Properties * Expand Shape & Properties *
Connection Design Expand Connection Design
Compression Member Expand Compression Member
Flexural Member Expand Flexural Member
Beam Column Expand Beam Column
Tension Member *
Shear *
Web Crippling *
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Angle
Hat
Channel
Z
Double Angle
2 Channels (Equal Flanges)
2 Channels (unEqual Flanges)
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Bolted Connection
Screw Connection
Welded Connection
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Angle
Double Angle
Tube
Hat
Z
Channel
2 Channels
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Cylindrical
Box
Hat
Z
Channel
2 Channels
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Cylindrical
Box
Hat
Z
Channel
2 Channels
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RC Properties *
Rebar Properties *
Welded Wire Fibric *
Flexural for Rectangular Section *
Flexural for T Section *
Shear & Torsion *
Rebar Development Length *
Hanger Shear Reinforcement *
Beam Moment Coefficients *
Column Expand Column
Crack Expand Crack
Bracket and Cobel
Shear Friction *
Joint of Beams & Columns *
Environmental Eng. Concrete *
Anchor Bolt Design (A23.3-94)
Anchor Bolt Design (A23.3-04)
Dowel of Anchor Bolt *
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Slenderness of Column *
Rectangular Column
Circular Column
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Bending Moment *
Axial + Bending Moment
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Strip Footing *
Spread Footing
Retaining Wall
Pile Cap
Reinforced Concrete Tank
Frost Heave *
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Structural Loading *
Wind Expand Wind
Snow Expand Snow
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Basic Wind *
Vortex Shedding
Vortex Shedding (CSA S6)
Wind on Steel Shapes *
Wind on Standing Plate *
Wind on Vertical Cylinder *
Wind on Pipe, Rod *
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Basic Snow *
Distribution for Adjacent Roofs *
Distribution for Roof Obstruction *
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 References:

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