Steel Connections

APEX CONNECTION

↶0         6   .         9    -

UB 356x171x51

253.64

85

   ←

-48.05

←

315

UB 356x171x51

445 525 610

CHECKS :

sourche :

Beam Flanges ; Check End Plate Thickness;  Bolt Check Tension;  Bolt Check Shear; Capasity Welds of Beam ; Capasity Welds of Bracket ;

Fc.fl > Fc.comp minT < tpr  Pt < Ft.bolt Ps > Fs.bolt Cw > a.beam Cw < a.brac

OK  OK  NO OK  OK  NO

http://www.amazon.com/S http://ww w.amazon.com/Structural-Steelw tructural-Steelwork-Connect ork-Connections-Graham-Owens/d ions-Graham-Owens/dp/0408012145 p/0408012145

FRAME KNEE CONNECTION

COLUMN - BEAM CONNECTION

FIXED COLUMN BASE

PINNED COLUMN BASE

PIPE CONNECTION

BEAM TO COLUMN (WEB)

BEAM TO BEAM (WEB)

BEAM TO COLUMN (FLANGE)

BEAM TO BEAM (FLANGE)

GUSSET PLATE : SINGLE BAR 

GUSSET PLATE : TRUSS CHORD NODE

GUSSET PLATE : BRACING

262. 0

Ma :

262.0

[kN.m]

Na :

-49.0

[kN]

Ta :

0.0

[kN]

Properties :

Inclina

Material : R 

        5   .         1         1

        0         2

11.3 7.4

        5         5         3

171.5

Section :

TYPE UB

 b : tb : h : th : Ab :

171.5 11.5 355 7.4 10.2

SHAPE 356x171x51 [mm] [mm] [mm] [mm] [mm2]

*symmetrical cross-section I or H 0

UB UB 356x171x51 tion angle a : e:

11.3

[Deg]

20

[mm] 610

esistance f yb :

355

[N/mm2]

        0         1         6

200 Properties : Plate height h pr  =

610

[mm]

Plate width bpr  =

200

[mm]

Plate thickness t pr  =

20

[mm]

355

[N/mm2]

Material : Resistance f ypr  =

200

        0         1         6

7

11.3

        5         9         1

516.7

171

        5   .         1         1

Properties : Inclination angle a d =

11.3

[Deg]

Flange width wrd =

171

[mm]

Flange thickness t frd =

11.5

[mm]

Web height hrd =

195

[mm]

Web thickness t wrd =

7

[mm]

Flange length l rd =

516.7

[mm]

0

610

Material : Resistance f ybu =

265

[N/mm2]

Properties : Bolt sp Location :

Material :

an Bx =

100

Rov 1 2 3 4 5 6 7 8 9 10

Plate Top 85 315 445 525 0 0 0 0 0 0

[mm] e = 20 65 230 130 80

        0         5

        0         5

0 85

315 445 525 610

HSGF : BS 4395 l Gr. 8.8 SIZE :

M22

At = Po = Uf =

303 587 827

[mm2] [N/mm2] [N/mm2]

ß=

2.0 1.0

non-preloaded bolts working load design

Ƴ=

        0         0         1

6

10

Properties : aw =

6

[mm]

=

10

[mm]

215

[N/mm2]

aw Material : Design Strength

rw

=