Bolts welds column base

Recommendations

Info

WE Eurocodes - Design of steel buildings with worked examples Brussels, 16 - 17 October 2014 Component anchor bolt and plate in bending Bolt distance for weld 6 mm Length of effective T stub l T stub resistance m 60 0,8 awf 2 60 0,8 6 2 53,2 mm eff,1 l eff,1 4 m 1,25 ea 4 53,2 1,25 50 275,3 4 π m 4 π53,2 668,6 0,5 b 0,5 420 210 min 2 m 0,625 eb 0,5 p 2 53,2 0,625 90 0,5 240 282,7 2 m 0,625 e 2 53,2 0,625 90 50 212,7 b ea 2 π m 4 eb 2 π 53,2 4 90 694,2 2 π m 2 p 2 π53,2 2 240 814,2 210 mm 2 2 2 Leff,1 t fy 2 210 30 235 3 FT,1-2,Rd 370,0 10 N 4 m 4 60 1,00 M0
WE Eurocodes - Design of steel buildings with worked examples Brussels, 16 - 17 October 2014 Component Concrete block and plate in bending Concrete crushing resistance f jd b f j cd A A c1 c0 b f j 24,0 MPa 3,0 fcd 3,016 /1,5 32MPa cd b b 2 1 d d 2 1 2 = 3 16 /1,5 14201420 420420 Force equilibrium F A Ed eff T,Rd Contact force for full bolt resistance A eff F Ed f j F f j d F Rd,3 3 50010 183,0 10 24,0 3 28 458 mm 2
Page 1 and 2:
Bolts, welds, column base Františe
Page 3 and 4:
Eurocodes - Design of steel buildin
Page 5 and 6:
Page 7 and 8:
Page 9 and 10:
Page 11 and 12:
Page 13 and 14:
Page 15 and 16:
Page 17 and 18:
Page 19 and 20:
Page 21 and 22:
Page 23 and 24:
WE Eurocodes - Design of steel buil
Page 25 and 26:
Kraft Fx [kN] Kraft Fx [kN] Eurocod
Page 27 and 28:
Page 29 and 30:
Page 31 and 32:
Page 33 and 34:
Page 35 and 36:
Page 37 and 38:
Page 39 and 40:
Page 41 and 42:
Page 43 and 44:
Page 45 and 46:
Page 47 and 48:
Page 49 and 50:
Page 51 and 52:
Page 53 and 54:
Page 55 and 56:
Page 57 and 58:
Page 59 and 60:
Page 61 and 62:
Page 63 and 64:
Page 65 and 66:
Page 67 and 68:
Page 69 and 70:
Page 71 and 72: Eurocodes - Design of steel buildin
Page 117 and 118: WE Eurocodes - Design of steel buil
Page 121: WE Eurocodes - Design of steel buil
show all

Bolts welds column base

Create successful ePaper yourself

Delete template?

Save as template?