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Steel (S16)
CF Steel (AISI)
Concrete(A23.3)
Foundation
Loading(NBCC)
Steel Properties *
Shape and Classification *
Bolt
Welding
Brace Strength & Stiffness *
Tension Member
Compression Member
Flexural Member *
Connections
Shear *
Beam Column
Tension and Bending *
Composite Beam
Plate Girder
Concentrated Load on Beam *
Base Plate
Beam Web Opening
Floor Vibrations
Properties of Built-Up Section
Lifting Lug
Monorail
Beam-Column Design for 2L
Cold Formed Steel Properties *
Properties of Line Elements *
Shape and Properties *
Connection Design *
Compression Member
Flexural Member
Beam Column
Tension Member *
Shear Strength *
Web Crippling *
RC Properties *
Rebar Properties *
Welded Wire Fabric *
Flexure for Rectangular Section *
Flexure for T Section *
Shear and Torsion *
Bar Development Length *
Hanger Reinforcement *
Beam Moment Coefficients *
Column
Crack
Bracket and Corbel
Shear Friction *
Joint of Beams and Columns *
Environmental Eng. Concrete *
Anchor Bolt(CSA A23.3-94)
Anchor Bolt(CSA A23.3-04)
Dowel of Anchor Bolt *
Strip Footing *
Spread Footing
Retaining Wall
Pile Cap
Reinforced Concrete Tank
Frost Heave *
Structural Loads *
Wind
Snow
W, HP
WWF
S
C, MC
Square, Round
L
WT
HSS
Double Angle(Equal Legs)
Double Angle(long legs B2B)
Double Angle(short legs B2B)
Cold Formed Channels (CFC)
Angle *
Hat *
Channel *
Z *
2 Channels (Equal Flanges) *
2 Channels (UnEqual Flanges) *
Double Angles *
Bolt Connection Design *
Screw Connection Design *
Welded Connection Design *
Axial Loading on Angle
Axial Loading on Double Angle
Axial Loading on Tubes
Axial Loading on Hat
Axial Loading on Z
Axial Loading on Channel
Axial Loading on 2 Channels
Cylindrical Tube
Box
Hat
Z
Channel
Double Channels
Cylindrical Tube
Box
Hat
Z
Channel
2 Channels
Slendness of Column *
Rectangular Column
Circular Column
Bending Moment *
Axial + Bending Moment
Basic Bolt Design *
Bolt Group *
Prying Action *
Basic Welding Design *
Elastic Welding *
Welding Group (Vector)
Welding Group (I.C. Rotation)
Tension Member *
WT Bracing
Double Angle Bracing
Single Angle Bracing
Effective Length Factor *
Axial Load on W,HSS
Axial Load on WT, L,C
Double Angle Bracing
WT Bracing
Single Angle Bracing
Strut Stiffness *
Welded Moment Connection
Bolted Moment Connection
Member Splice (Cover Plates)
Member Splice (End Plates)
Shear Connection(Shear Tab)
Stiffened extended Shear Tab
Shear Connection(End Plate)
Shear Connect(Double Angles)
Shear Connect(Single Angle)
Bracing Connection
Connection with Claw Angles
Connection Transfter Force
Wrap Plate
Web in Tension
End Plate for Vertical Bracing
Basic Wind *
Vortex Shedding
Vortex Shedding (CSA S6)
Wind for Steel Shapes *
Wind for Standing Plate *
Wind for Vertical Cylinder *
Wind for Pipes, Rods *
Basic Snow *
Distribution for Adjacent Roofs *
Distribution for Obstruction *
Approximate Beam Moment Coefficients
q
_{f}
=
kN/m
L
_{n}
=
m
Approximate Beam Moment Coefficients
Left fixed, right fixed
Left column, right fixed
Left beam, right fixed
Left pinned, right fixed
Supports
2 spans
>= 2 spans
Inflection Point
m
m
S
_{right}
=
S
_{left}
=
Moment at X from left support
m
kN.m
M
_{f}
=
x =
Positive Moment
Negative Moment