UTM OpenCourseware - Structural&Steel&and&Timber...
Transcript of UTM OpenCourseware - Structural&Steel&and&Timber...
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Topic 6 Laterally restrained beams
Prof Dr Shahrin Mohammad
Structural Steel and Timber Design SAB3233
Structural Steel Design
Topic 1 -‐ Overview
Topic 4 – Design of steel structures (BS EN 1993)
Topic 3 –AcLons on
Structures (BS EN 1991)
Topic 5 – Cross-‐secLon
classificaLon
Topic 2 -‐ Basis of Structural Design (BS EN 1990)
Topic 6 – Laterally restrained beams
Topic 7 – Laterally unrestrained beamss
Topic 8 – Columns
Topic 9 – Trusses
Topic 10 -‐ ConnecLons
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Secondary beams
Main beams
Main beams
Secondary beams
Beam is a member predominantly subject to bending. A beam is a structural member which is subject to transverse loads, and accordingly must be designed to withstand shear and moment. Generally, it will be bent about its major axis
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1. Restrained Beam A beam where the compression flange is restrained against lateral deflecLon and rotaLon. Only verLcal deflecLon exists.
Plan view
Front view
dy
y
x
1
1
dy
Sec3on 1-‐1
Types of restraining condiLon of beam
2. Unrestrained Beam • The compression flange is
not restrained from deflect laterally and rotate about the plan of the secLon, which is called lateral torsional buckling
• Three components of displacement i.e. verLcal, horizontal and torsional displacement
Types of restraining condiLon of beam
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A full lateral restraint may be provided by concrete floor which sufficiently connected to the beam, or by sufficient bracing members added.
Restrained Beam
Concrete slab
Stud
Compression flange built in the slab
Prestressed concrete
Steel mesh Angle
Whole sec3on concealed in concrete
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• Lateral restraint may be of along the span or at some points along the span.
Restrained Beam
Front view of the primary beam
P1 P2
Primary beam
Secondary beams
A B C D
Plan view
Secondary beams
Deform shape
Original shape
A B C D
Points A, B, C and D are restrained from deform laterally by the secondary beams and the connecAon at column
LATERAL RESTRAINT Secondary beam provides lateral restraint to the primary beam at the connected point
Lateral restraint exist at the beam end which fixed in the concrete
Secondary beam provides lateral restraint to primary beams at the connected point
Secondary beam
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Examples : Unrestrained Beam
Steel slide
UB
Timber floor
UB
Crane railway
Steel column
This crane girder is not restrained laterally between two brackets.
Bracket This beam only laterally restrained on both ends.
Support
Water tank
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• Generally, the secLon of beam is selected based on the moment capacity
• Once a trial secLon has been selected, design
check is carried out to ensure that all the other strength components are saLsfied
• The basic concept of design check is to ensure : Design resistance {R} > Design effects {E}
DESIGN CHECK :
DESIGN PROCESS
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DESIGN CHECK :
Design Procedure :
SecLon classificaLon
Determine max SF, BM and def
Trial secLon
Shear capacity check
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Moment capacity check
Shear buckling resistance check for web
Check for combined bending and shear
DeflecLon check
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DeterminaLon of Maximum Beam Moment and Shear
ClassificaLon of cross secLon
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Shear check (cl.6.2.6)
Shear check (contd)
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Shear buckling resistance check for web
Bending moment (cl.6.2.5)
§ In a simple single span, failure occurs when design value of thebending moment MEd exceeds design moment resistance of the cross secLon Mc.Rd.
§ Magnitude depends on secLon shape, material strength and secLon classificaLon.
§ Where shear force on cross-‐secLon is small its effect on the resistance moment may be neglected.
EC3 sets this limit as a shear force of 50% of the plasLc shear resistance
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Bending moment (cl.6.2.5)
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§ AlternaLve for I secLon (equal flanges) and bending about major axis, the reduced design plasLc resistance moment allowing for the shear force is as follow:
Combined Bending and Shear (cl.6.2.8) contd
DeflecLon check
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Example 1 – restrained beam design
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Thank You