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1
BEAM-COLUMNS
PROF. V. KALYANARAMAN
Department of Civil Engineering
Indian Institute of Technology MadrasChennai 600036
email: [email protected]
2
DESIGN OF BEAM COLUMNSINTRODUCTION
SHORT & LONG BEAM-COLUMNS Modes of failure
Ultimate strength
BIAXIALLY BENT BEAM-COLUMNS
DESIGN STRENGTH EQUATIONS
Local Section Flexural Yielding
Overall Member Flexural Buckling
STEPS IN ANALYSING BEAM-COLUMNS
ANALYSIS EXAMPLE
SUMMARY
3
INTRODUCTIONCauses Of Bending In Beam Columns
x
y z
Eccentric CompressionJoint Moments in Braced Frames Rigid Sway Moments in Unbraced FramesBiaxial Moments in Corner Columns of Frames
4
SHORT BEAM-COLUMNS
Pcs = Ag * fy MP = Z * fy
P=
Pcs
Axial compression
MP
Bending moment
Fc MCombined compression and bending, P & M
fy
fy fy
fy
fy
fy fy
fy
fy
+M
5
SHORT BEAM-COLUMNS
Failure envelope
1.0
O 1.0Mo/Mp Mmax/Mp M/Mp
Short columnloading curve
Fcl /Pcs
F0/Pcs
Fc/Pcs
Eqn. 3
M / MP 1.0
Fc / Pcs + 0.85 M / MP 1.0Eqn 3
6
LONG BEAM COLUMNS
LinearNon-Linear
0
M0
P *
M0
Non – Sway Frame
7
LONG BEAM-COLUMNS
Sway Frames
0
M0
M
8
LONG BEAM-COLUMNS
BM0
0.5
0.8
P/Pcr = 0.0
1.0
0.8
O
1.0
P .Pcr
M0/MP= 0.0
A
0.10.5
E
0
PP1
E
0
PP1
E
0mmax
PP1
MCM
9
LONG BEAM-COLUMNS
Long columnsloading curve
Short columnloading curve
Fcl /Pcs
F0/Pcs
Fc/Pcs
Eqn. 3
Failure Envelope
Mo/Mp Mmax/Mp
M / MP
1.0
1.0
10
SLENDER BEAM-COLUMNS
AAfter correction for (P-) effect
Fc/Pcs
Fcl/Pcs
My/Mpy
Short column failure envelope
After correcting for sway and bow (P- and P-)
1.0
1.0
P*
P*
Minor axis bending
1.0
Major axis bending
Mx/Mpx
Fc/Pcs
Fcl/Pcs
After correction for (P-) effect
Short column failure envelope
After correcting for sway and bow (P- and P-)
1.0
Uniaxial Bending
11
SLENDER BEAM-COLUMNS
A
Mx
Mpx
P/Py < 0.25
P/Py >0.5
Short Column
Slender Column
Fig. 7 Beam-column Moment Rotation BehaviourO
BC
C’
FF’
F’’
E
D
12
BEAM-COLUMNS / BIAXIAL BENDING
Fcl/Pcs
My/ MpyMx/Mpx
Fig. 8 beam-columns under Biaxial Bending
/r = 0
/r increases
13
DESIGN STRENGTH EQUATIONS
Local Section Failure
Overall Member failure
0.1fZ
M
fZ
M
fA ydy
y
ydx
x
ydg
F c
0.1M
M
M
M
F
F
uy
yy
ux
xx
cl
c
14
STEPS IN BEAM-COLUMN ANALYSIS
Steps in Beam-Column Analysis Calculate section properties Evaluate the type of section Check using interaction equation for section
yielding Check using interction equation for overall
buckling
15
SUMMARY
Short Beam-Columns Fail by Section Plastification
Slender Beam-Columns may Fail By Section Plstification Overall Flexural Yielding Overall Torsional-Flexural Buckling
Intetaction Eqs. Conservatively Consider P- and P- Effects
Advanced Analysis Methods Account for P- and P- Effects, directly & more accuraely