design of welding-aisc 360-10
DESCRIPTION
WELDING DESIGN FOR STRUCTURAL STEEL AS PER AISC 360TRANSCRIPT
WELD CAPACITY OF ECCENTRIC CONNECTION BASED ON AISC 360-10
INPUT DATA & DESIGN SUMMARYTHICKER PART JOINTED t = 20 mmWELD SIZE w = 6 mmGRAVITY LOAD, ASD P = 50000 NECCENTRICITY TO EDGE e = 30 mmLATERAL LOAD, ASD F = 23000 N
WELD LENGTH, DA 100 mm
WELD LENGTH, DC 450 mm
WELD LENGTH, CB 50 mm
ANALYSIS
MIN WELD SIZE (AISC 360-10 Tab. J2.4) 6.35 mm
MAX WELD SIZE (AISC 360-10 J2.2b) 17.46 mm
EFFECTIVE THROAT THICKNESS 0.707 w
CENTROID OF WELD GROUP
CENTRODIAL MOMENT OF INERTIA
TOTAL ECCENTRICITY
ALLOWABLE STRESS (AISC 360-10 J2.4 )
DETERMINE SHEAR STRESS @ POINTS A, B, C, D
LOCATION A : 127.8 Mpa
LOCATION B : -132.9 Mpa
LOCATION C : -132.9 Mpa
L1 =
L2 =
L3 =
wmin =
wmax =
te =
X0 = S Xi Ai / S Ai
Y0 = S Yi Ai / S Ai
Ix = S (b h3/ 12 + A d2 )
Iy = S (b h3/ 12 + A d2 )
e total, P = e + L1 - X0
e total, F = 0.5 L2 - Y0
Fv = 0.6 FEXX / W
fx = F / Aw + SM yA / (Ix + Iy) =
fx = F / Aw - SM yB / (Ix + Iy) =
fx = F / Aw - SM yC / (Ix + Iy) =
LOCATION D : 127.8 Mpa
LOCATION A : -69.7 Mpa
LOCATION B : -40.7 Mpa
LOCATION C : -11.7 Mpa
LOCATION D : -11.7 Mpa
CHECK SHEAR CAPACITY @ POINTS A, B, C, D
LOCATION A : 145.6 Mpa < 148.0
LOCATION B : 139.0 Mpa < 148.0
LOCATION C : 133.5 Mpa < 148.0
LOCATION D : 128.4 Mpa < 148.0
fx = F / Aw + SM yD / (Ix + Iy) =
fy = -P / Aw - SM xA / (Ix + Iy) =
fy = -P / Aw - SM xB / (Ix + Iy) =
fy = -P / Aw + SM xC / (Ix + Iy) =
fy = -P / Aw + SM xD / (Ix + Iy) =
fv = (fx2 + fy2)0.5 = Fv =
fv = (fx2 + fy2)0.5 = Fv =
fv = (fx2 + fy2)0.5 = Fv =
fv = (fx2 + fy2)0.5 = Fv =
WELD CAPACITY OF ECCENTRIC CONNECTION BASED ON AISC 360-10
= 4.49 m
= 10.58 m
= 247.65 m
= 70516944
= 1462564
= 853.0 mm
= -19.0 mm #DIV/0!
= 148.0 Mpa
mm4
mm4
Mpa OK
Mpa OK
Mpa OK
Mpa OK