Welded Connection
Welded Connection
Welded Connection
DIRECT SHEAR
Maximum Shear Force of Beam determined from beam shear force table is 8.549 kN.
Direct shear,
𝑃
Direct shear, 𝐹𝑠 =
𝐿
7.937
= (76+51)𝑥2
= 0.031 kN/mm
Use weld of size 6mm, electrode 35 with steel grade of S 275, hence 𝑝𝑤 = 220 𝑁/𝑚𝑚2
= 0.924 kN/mm
Check:
𝑃𝑤
𝐹𝑠 = 0.031 𝑘𝑁/𝑚𝑚 ≤ 𝐿
= 0.924 𝑘𝑁/𝑚𝑚 (OK!)
Maximum Shear Force of Beam determined from beam shear force table is 0.019 kN.
Direct shear,
𝑃
Direct shear, 𝐹𝑠 = 𝐿
0.09
= 4(50)+2(4)
= 0.924 kN/mm
Check:
𝑃𝑤
𝐹𝑠 = 4.33 x 10−4 𝑘𝑁/𝑚𝑚 ≤ = 0.924 𝑘𝑁/𝑚𝑚 (OK!)
𝐿
Note: Steel plate should be fully weld to vertical and horizontal members with min weld size
of 6mm.