Typical Steel Connections [PDF]

Steel Connections -Dr. Seshu Adluri. Connections. ▫ Many types based on function. □ Beam-to-Beam Connections. □ Be

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Idea Transcript


Typical Steel Connections Dr. Seshu Adluri

Introduction „ Steel

Connections

…Many

configurations are used for force transfer in connections. The configuration depends upon the type of connecting elements, nature and magnitude of the forces (and moments), available equipment, fabrication and erection considerations, cost, etc. Steel Connections -Dr. Seshu Adluri

Rivets „

Steel Connections -Dr. Seshu Adluri

Bolts „

Steel Connections -Dr. Seshu Adluri

Connections „

Many types based on function … Beam-to-Beam

Connections … Beam-to-Column Connections … Column-to-Column Connections … Column Base Plates … Pocket Beam … Gusset plate connections (truss type, frame type, bracings, …) … Splices (cover plates, …)

Steel Connections -Dr. Seshu Adluri

Cover plates „

Steel Connections -Dr. Seshu Adluri

Cover plates „

Steel Connections -Dr. Seshu Adluri

Column splice „

Steel Connections -Dr. Seshu Adluri

Gusset plate connections „

Steel Connections -Dr. Seshu Adluri

Gusset plate connections „

Steel Connections -Dr. Seshu Adluri

Gusset plate connections „

Steel Connections -Dr. Seshu Adluri

Force dispersion to gusset plates „

Steel Connections -Dr. Seshu Adluri

Steel Framing Connections „

Framed Connections Bolts only in web, not the flanges … Transmits only shear … Not bending moment … Accomplished with …

„

„

clip angles & bolts/welds

Moment Connections Transmit shear & moment … Flanges must be connected … Bolt/Weld Flanges … May require column stiffeners …

Steel Connections -Dr. Seshu Adluri

Framed connections „

Only shear transfer … Equivalent

to pinned end for the beam … No moment at the beam end … Rotation is freely (?) allowed

Steel Connections -Dr. Seshu Adluri

Framed connections „

End reaction only … Web

of the beam is connected … No connection for the flanges

Steel Connections -Dr. Seshu Adluri

Transfer of shear force in frames „

Steel Connections -Dr. Seshu Adluri

Beam-to-beam connections „

Steel Connections -Dr. Seshu Adluri

Beam-to-beam connections „

Steel Connections -Dr. Seshu Adluri

Beam-to-column connections „

Steel Connections -Dr. Seshu Adluri

Beam-tocolumn connections

„ Steel Connections -Dr. Seshu Adluri

Beam to column joints „

Steel Connections -Dr. Seshu Adluri

Beam to column joints „

Steel Connections -Dr. Seshu Adluri

Beam to column joints „

Steel Connections -Dr. Seshu Adluri

Beam to column joints „

Steel Connections -Dr. Seshu Adluri

Beam-to-column connections

„

Steel Connections -Dr. Seshu Adluri

Beam-to-column connections „

Steel Connections -Dr. Seshu Adluri

Beam-tocolumn connections

„

Steel Connections -Dr. Seshu Adluri

Beam to Column Rigid Joints „

Beam Column

Bending moment from the beam

Steel Connections -Dr. Seshu Adluri

Beam to Column Rigid Joints „

The bending moment of the beam is primarily taken by the flanges in the form of tension and compression forces

Steel Connections -Dr. Seshu Adluri

Beam to Column Rigid Joints

Steel Connections -Dr. Seshu Adluri

Beam to Column Rigid Joints „

Steel Connections -Dr. Seshu Adluri

Beam-to-column connections „

Steel Connections -Dr. Seshu Adluri

Beam to Column Rigid Joints „

Stiffener plates are used to ‘shore up’ the column flanges against the forces transmitted by the beam flanges. The stiffeners may be full length or may extend only part of the column web depth.

Steel Connections -Dr. Seshu Adluri

Beam plate buckling „ Beam flange local buckling

Beam web crippling

Steel Connections -Dr. Seshu Adluri

Beam plate buckling „ Beam web local yielding

Beam web buckling (look closely) Steel Connections -Dr. Seshu Adluri

Concentrated forces on webs „

Steel Connections -Dr. Seshu Adluri

Beam to Column Rigid Joints „

Steel Connections -Dr. Seshu Adluri

Beam to Column Semi-Rigid Joints „

Steel Connections -Dr. Seshu Adluri

Beam to Column Rigid Joints „

Stiffener plates are used to ‘shore up’ the column flanges against the forces transmitted by the beam flanges. The stiffeners may be full length or may extend only part of the column web depth.

Steel Connections -Dr. Seshu Adluri

Beam to Column Rigid Joints „

Steel Connections -Dr. Seshu Adluri

Beam to Column Rigid Joints ƒ The bending moment of the beam is primarily taken by the flanges in the form of tension and compression forces „ The bending moment of the column is also resolved as a force couple

Beam

Column

Steel Connections -Dr. Seshu Adluri

Beam to Column Rigid Joints „

Stiffeners help in distributing the forces in the connection zone and in avoiding local rupture, crushing or buckling of the beam web.

Beam

Column

Steel Connections -Dr. Seshu Adluri

Beam to Column Rigid Joints „

Steel Connections -Dr. Seshu Adluri

Beam Splices

„

Steel Connections -Dr. Seshu Adluri

Beam Splices

„

Steel Connections -Dr. Seshu Adluri

Column Splices

„

Steel Connections -Dr. Seshu Adluri

Column Splices

„

Steel Connections -Dr. Seshu Adluri

Connections for Bents (Eves)

„

Steel Connections -Dr. Seshu Adluri

Connections for Bents (Eves) „

Steel Connections -Dr. Seshu Adluri

Connections in frames „

Steel Connections -Dr. Seshu Adluri

Bracing Connections in frames

„

Steel Connections -Dr. Seshu Adluri

Column Bases „

Steel Connections -Dr. Seshu Adluri

Column Base Anchors „

Steel Connections -Dr. Seshu Adluri

Beam-to-wall connections „

Steel Connections -Dr. Seshu Adluri

Beam-to-wall connections „

Steel Connections -Dr. Seshu Adluri

References „

Many pictures in this file are taken from various sources such as CISC, AISC, etc. The copyrights for those materials are with the original sources. No copyright is claimed or implied by Dr. Seshu Adluri for things that are already under copyright protection. This file is for teaching purposes.

Steel Connections -Dr. Seshu Adluri

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