Design of through bolt (mullion to angle connection)
Maximum wind force, V1 :kN
Maximum dead load force, V2 :kN
Resultant force, V3 :kN
Using
mm diameter bolt stainless steel
Shear capacity, Vc :kN
The bolt is double shear :kN > V3...Pass!
Design of angle connection (between mullion and concrete)
Check for the thickness of angle (Tp)
bolt distance from concrete, sb :mm
Applied force, Vam :kN
Fy, Bending stress of angle AA 6082 T6 :
N/mm2
Breadth, B :mm
M = Vam x sb x 1.2 :
Nmm
Tp = √(4M / FyB) :mm
Design of anchor bolt (angle connection to concrete)
Maximum Shear force, V :kN
Using
mm diameter expansion bolt - 2 nos.
Shear capacity per bolt, Vc :kN
Reduction factor edge distance :
spacing :
Shear capacity per bolt, Vcr
:kN
Total Shear capacity, Vcrt :kN > V...Pass!
TYPICAL TOP AND BOTTOM CONNECTION
0.65
0.65
2.99975
5.9995
4.9590
4.96
7.1
5.15
42.1
4.96
255
80
1.39
10
178524
21.0
30
7.9
10
