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RAFTER - COLUMN CONNECTION

Column

Profile

wc width

hc height

rc root radius of column

twebc thickness of web

tflangec thickness of flangeZc section modulus of column

SMYS ASTM A36

 Ac area

Beam

Profile

wb width

hb height

rb root radius of beam

twebb thickness of web

tflangeb thickness of flange

Zb section modulus of beamSMYS ASTM A36

 Ab area

End Plate for Haunch

wpl width

hpl height

tpl thickness of plate

SMYS ASTM A36

Bolts

M16

dbolt diameter of boltnbolt number of bolt

 Abolt area of bolt

α rafter alignment

ft bolts tensile strength

f bolts shear strength

ft bolt tension capacit!

f bolt shear capacit!

Welds

s width of weld

g weld depth

nominal weld !ield strengthφ"#$$

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JOINT CONFIGURATION

T!pe of %onnection Moment &esisting %onnections '(olt

dist. of (mm)

top 1*+3,

flange -+1.

Sa 3.+,,

Sd 6.+,,Sd 6.+,,

Sa 3.+,,

flange -+1.

Sa 3.+,,

Sc *-+,,

Sc *-+,,

Sb */+,,

flange -+1.

bottom 1*+3,

T0TA *1*

top 2 flange 2 Sa

s bottom 2 flange 2 sb

dbolt

sdbolt

dn distance of neutral a4is from bottom of plate

5con moment of inertia of haunch connection in local 3a4is

Scon section modulus of haunch connection in local3 a4is

%b width of beam width of end plate

ALLOWABLE SHEAR

71 bolts allowable shear

7. beam allowable shear

73 welds allowable shear

7* end plate allowable shear

7con connection8s allowable shear

ALLOWABLE MOMENT

M1 bolts allowable moment

M. beam allowable moment

M3 end plate allowable moment

Mcon connection8s allowable moment

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SUMMARY OF BEAM-COLUMN CONNECTION ESIGN

7con connection8s allowable shear

Mcon connection8s allowable moment

7 ma4imum shear forces in connection 'from "#A output)

M ma4imum moment in connection from '"#A output)

Vcon > V , therefore connection design is adequate to resisting the external loads

Mcon > M , therefore connection design is adequate to resisting the external moment 

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59"

.,, mm

.,, mm

13mm

- mm

1.mm*:., mm3

./+,kgmm.

63/3+,mm

;

1,, mm

.,, mm

11 mm

/+/ mm

-

1-*,,, mm3./+,kgmm.

.:16+,mm.

1,, mm

*1* mm

1*mm

./+,kgmm.

16mm1.ea

.,1 mm.

1,deg

,+1:/ rad

3,+,kgmm.

1/+,kgmm.

*:1 kg

.36 kg

.,mm

: mm

.:+6kgmm.

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d %onnections)

hori

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.-.:+.kg

.:6,,,,+, kg+mm

131.+,kg

.6*3.1:+, kg+mm