Att-5 _End-Plate Shear Connection

ATTACHMENT - 6 PAGE 3 OF 4 BEAM PIN CONNECTION(END PLATE TO COLUMN WEB)

Vb

Va 80

75 155

T

6

End Plate

T Va Vb

ARRANGEMENT DETAILS: Column: Beam: Bolt dia.: Hole dia.: No. of bolts: Bolt tensile area: Width of end plate: End plate thickness: Fillet weld size:

UC254x254x89 UB305x165x40 20 22 4 244 210 20 6

mm mm mm² mm mm mm

From BS 5950 - 1 Table 34, Tensile Strength of bolts, Pt = 560 Mpa

H D tw tf r Py (Mpa)

Column dimensions (mm) 260.4 255.9 10.5 17.3 12.7 275

Ps (Mpa) Pw (Mpa) Pbb(Mpa)

375 220 1000

30 13 17

kN kN kN

Beam dimensions (mm) 303.8 165.1 6.1 10.2 8.9 275

1) Beam Shear Capacity, V1 V1 = Ag x 0.6.Py

where,

Ag = d x tw →

→

V1=

305.77 kN

>

13

2 1853.18 mm

Ag= kN →

GREATER THAN DESIGN SHEAR O.K.

2) Welding Shear Capacity (taking web to end plate only), V2 V2 = 0.7.s.l.Pw=

→

V2=

where,

523.72 kN

>

s=fillet weld size l= effective length of weld= (d-2.tf).2 Pw= Design strength of welds 13

kN →

l=

566.8

mm

GREATER THAN DESIGN SHEAR O.K.

3) Bolt Shear Capacity, V3 V3 = n x Ps.As

→

V3=

where:

366.00 kN

>

n = number of bolts Ps = shear strength of bolts As= shear area of botls 30 (Va+Vb)

kN →

GREATER THAN DESIGN SHEAR O.K.

4) Bearing Capacity of Supporting Column / End Plate, V4 V4 = Kbs.Pbb x db x t x n

→

"A"

V4=

840.00 kN

>

where :

Kbs= 1.0 (For bolts in standard clearance holes) Pbb = allowable bearing stress t = thinner of [ twc, tp ] twc = web thickness of supporting column tp = Thickness of end plate

30

kN →

GREATER THAN DESIGN SHEAR O.K.

ATTACHMENT - 6 PAGE 4 OF 4 BEAM PIN CONNECTION(END PLATE TO COLUMN WEB) "A" 5) Tension Capacity due to Welding Shear (Web to End Plate), T1 T1 = 0.7.s.Lw.Pw

→

T1=

1122.66 kN

where:

>

s=fillet weld size Pw= Design strength of welds Lw =(d-2.tf )x2+( bf - tw )x2 + bf x 2= 30

kN →

1215 mm

GREATER THAN DESIGN TENSION O.K.

6) Tension Capacity due to Tension on Bolts, T2 T2 = 0.8.Pt.At x n

→

T2=

437.25 kN

where:

>

Pt = Tension strength per bolt At = Tensile area of bolt n = number of bolts 30

kN →

GREATER THAN DESIGN TENSION O.K. X

7) Tension Capacity due to End Plate Bending, T3 T3 =Py.Zep.n/X where :

→

T3=

X =(g1-tw)/2-dh/2-a= g1=guage distance= b1=sv (spacing of bolts)= b2=2. X + dh= b=min of ( b1, b2 )= 2 Zep=b x tp /6= 227.54 kN

>

20 80 155 62 62 4127 30

mm mm mm mm mm mm3 kN →

sv b

End PL g1 GREATER THAN DESIGN TENSION O.K.

8) Tension Capacity due to supporting column Bending, T4 Supporting Column

T4 =MIN.[ PyxZcwxlxn/(X(l-X)) or PyxZcwxlxn/X^2] where :

dcol=depth of column= x=(dcol-2.tfc)/2-g1/2= b = sv(bolts spacing)= Zcw=b x twc2 / 6= l =　dcol - 2tfc= g1 = guage distance=

260.4 112.9 155 2848.125 225.8 80

mm mm mm mm mm mm

x l

Mb = T / n x X^2 / l Mb = T / n x X^2 / l

T

g1 x

Ma = T / n x X ( l - X ) / l

Ma = T / n x X ( l - X ) / l

→

T4=

55.50 kN

>

30

kN →

GREATER THAN DESIGN TENSION O.K.

MEMBER LOAD

12

38

JT

51 (+1.4DL +1.6LL)25 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 51 (+1.4DL +1.6LL)16 52 (+1.0DL +1.4WL1) 16 53 (+1.0DL +1.4WL2) 16 54 (+1.0DL +1.4WL3) 16

AXIAL

170.323 -166.677 -5.943 -70.277 -18.276 -64.767 -18.19 -57.787 -25.605 -66.128 -78.688 -133.832 -89.26 -129.109 -89.186 -123.126 -95.542 -130.276 -77.452 -76.647 -139.982 -139.292 -2.496 -1.716 -10.745 -0.233 3.989 6.394 9.617 -1.673 -6.564 -2.393 -10.133 -1.122 2.497 4.558 7.321 -2.357 -6.549 -3.832 3.371 -4.207 1.967 3.576 2.319 24.524 -2.999

SHEAR-Y

-0.637 0.637 5.071 0.236 -1.792 -9.553 5.341 0.631 0.923 9.223 4.909 0.765 -0.974 -7.626 5.14 1.103 1.353 8.468 -0.151 -0.088 0.433 0.487 2.207 1.576 1.576 1.576 1.576 1.576 1.576 1.576 1.576 1.892 1.892 1.892 1.892 1.892 1.892 1.892 1.892 1.576 1.576 1.892 1.892 0.722 0.683 0.566 0.612

5.439 -5.439 -5.234 -37.682 24.814 1.586 15.098 0.566 24.781 1.636 -6.972 -34.784 18.784 -1.126 10.456 -2 18.755 -1.083 -2.211 -2.253 -4.381 -4.416 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.012 0 0.003 0.003 0.004 0.001 0.003 0.003 0.005 0.005 0.007 0.008 0.009 0.006 0.008 0.008 0.009 0.005 0.005 0.009 0.009 0 0 0 0

55 (+1.0DL +1.4WL4) 16 -26.468 56 (+1.0DL +1.4WL5) 16 -17.531 57 (+1.0DL +1.4WL6) 16 -25.585 58 (+1.0DL +1.4WL7) 16 5.107 59 (+1.0DL +1.4WL8) 16 29.512 60 (+1.2DL +1.2LL +1.2WL1) 16 3.538 61 (+1.2DL +1.2LL -1.2WL2) 16 22.57 62 (+1.2DL +1.2LL +1.2WL3) 16 -1.021 63 (+1.2DL +1.2LL -1.2WL4) 16 -21.136 64 (+1.2DL +1.2LL +1.2WL5) 16 -13.476 65 (+1.2DL +1.2LL -1.2WL6) 16 -20.38 66 (+1.2DL +1.2LL +1.2WL7) 16 5.928 67 (+1.2DL +1.2LL -1.2WL8) 16 26.846 68 (+1.0DL +1.4SLX) 16 7.857 69 (+1.0DL +1.4SLZ) 16 -7.891 70 (+1.2DL +1.2LL +1.2SLX) 16 8.284 71 (+1.2DL +1.2LL +1.2SLZ) 16 -5.213

0.567 0.673 0.584 0.605 0.566 0.732 0.631 0.671 0.632 0.723 0.647 0.665 0.631 0.554 0.555 0.621 0.622

-29.512 29.512

-12.119 16.601

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

21.753 -38.069 -7.347 -58.656 27.236 -9.819 17.876 -8.731 27.001 -9.472 -23.694 -67.673 5.948 -25.813 -2.074 -24.88 5.747 -25.516 -15.48 -15.77 -30.665 -30.914 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

-0.104 -1.807 6.047 1.743 1.6 4.216 5.606 1.361 0.424 -3.591 3.69 0 -0.122 2.12 3.312 -0.327 -1.13 -4.572 0.198 0.143 -1.324 -1.371 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Member Mark Spec. H153 BS H203 BS H205 BS H254 BS H255 BS H304 BS H305 BS H355 BS H356 BS H357 BS H404 BS H405 BS

Member Name UC152X152X30 UC203X203X46 UC203X203X60 UC254X254X73 UC254X254X89 UC305X305X97 UC305X305X118 UC356X368X129 UC356X368X153 UC356X368X202 UC356X406X235 UC356X406X340

H201 H202 H252 H253 H301 H302 H351 H352 H401 H402 H451 H452 H551 H552 H601 H602 H701 H751 H851 H901 H902

UB203X102X23 UB203X133X30 UB254X102X28 UB254X146X37 UB305X102X33 UB305X165X40 UB356X127X39 UB356X171X51 UB406X140X46 UB406X178X67 UB457X152X60 UB457X191X74 UB533X210X82 UB533X210X92 UB610X229X113 UB610X305X149 UB686X254X152 UB762X267X173 UB838X292X194 UB914X305X253 UB914X305X289

BS BS BS BS BS BS BS BS BS BS BS BS BS BS BS BS BS BS BS BS BS

H

B

tw

tf

r

157.5 203.2 209.6 254 260.4 307.8 314.5 355.6 362 374.7 381 406.4

152.9 203.2 205.2 254 255.9 304.8 306.8 368.3 370.2 374.4 395 403

6.6 7.3 9.3 8.6 10.5 9.9 11.9 10.7 12.6 16.8 18.5 26.5

9.4 11 14.2 14.2 17.3 15.4 18.7 17.5 20.7 27 30.2 42.9

7.6 10.2 10.2 12.7 12.7 15.2 15.2 15.2 15.2 15.2 15.2 15.2

203.2 206.8 260.4 256 312.7 303.8 352.8 355.6 402.3 409.4 454.7 457.2 528.3 533.1 607.3 609.6 687.6 762 840.7 918.5 926.6

101.6 133.8 102.1 146.4 102.4 165.1 126 171.5 142.4 178.8 152.9 190.5 208.7 209.3 228.2 304.8 254.5 266.7 292.4 305.5 307.8

5.2 6.3 6.4 6.4 6.6 6.1 6.5 7.3 6.9 8.8 8 9.1 9.6 10.2 11.2 11.9 13.2 14.3 14.7 17.3 19.6

9.3 9.6 10 10.9 10.8 10.2 10.7 11.5 11.2 14.3 13.3 14.5 13.2 15.6 17.3 19.7 21 21.6 21.7 27.9 32

7.6 7.6 7.6 7.6 7.6 8.9 10.2 10.2 10.2 10.2 10.2 10.2 12.7 12.7 12.7 16.5 15.2 16.5 17.8 19.1 19.1