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Structural Steel Design Beam-Columns Dr. Seshu Adluri

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Structural Steel DesignBeam-Columns

Dr. Seshu Adluri

Beam-Columns -Dr. Seshu Adluri

Columns in

BuildingsSubject to moments and axial load transferred from beams

R.C. Hibbeler, Mechanics of Solids, 7th Ed. Prentice-Hall; ETABS software

Beam-Columns -Dr. Seshu Adluri

Moment connection for columns

Welded Beam/Column Connection Bolted Moment End Plate Connection

http://www.steel-connections.com/lmc_wbc.htm

Beam-Columns -Dr. Seshu Adluri

Eccentric Loads

R.C. Hibbeler, Mechanics of Solids, 7th Ed. Prentice-Hall

Beam-Columns -Dr. Seshu Adluri

Eccentric Loads

R.C. Hibbeler, Mechanics of Solids, 7th Ed. Prentice-Hall

Beam-Columns -Dr. Seshu Adluri

Eccentric Loads

ESDEP

Beam-Columns -Dr. Seshu Adluri

Eccentric Loads

R.C. Hibbeler, Mechanics of Solids, 7th Ed. Prentice-Hall

Beam-Columns -Dr. Seshu Adluri

Eccentric Loads

R.C. Hibbeler, Mechanics of Solids, 7th Ed. Prentice-Hall; ETABS software

Beam-Columns -Dr. Seshu Adluri

Eccentric Loads

R.C. Hibbeler, Mechanics of Solids, 7th Ed. Prentice-Hall; ETABS software

Beam-Columns -Dr. Seshu Adluri

Eccentric Loads

R.C. Hibbeler, Mechanics of Solids, 7th Ed. Prentice-Hall; ETABS software

Beam-Columns -Dr. Seshu Adluri

Eccentric Loads

ESDEP

Beam-Columns -Dr. Seshu Adluri

Eccentric Loads

Section behaviour

Interaction of Moment and axial force

ESDEP

Beam-Columns -Dr. Seshu Adluri

Eccentric Loads

Moment amplification due to the addition of axial force on top of existing moment

ESDEP

Beam-Columns -Dr. Seshu Adluri

Eccentric Loads

Moment amplification due to the addition of axial force on top of existing moment

ESDEP

Beam-Columns -Dr. Seshu Adluri

Eccentric Loads –column behaviour

R.C. Hibbeler, Mechanics of Solids, 7th Ed. Prentice-Hall; ETABS software

Beam-Columns -Dr. Seshu Adluri

Over-all behaviour of beam-columns

Interaction formulaCross-sectional strength Moment amplification factorIn-plane bendingOut-of-plane behaviourSpecial provisions

Beam-Columns -Dr. Seshu Adluri

Beam-Columns

Steel beam-columnsBldg columns with moment connectionsExposed columns subject to windColumns with eccentric loadsBeams subject to axial forces and moments

Design Clauses: CAN/CSA-S16Classify, strength check (4 checks)Over-all strength interaction formula- Cl.13.7, 13.8 Local buckling check: Clause 11 (Table 2)