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2) 1 bolt at each end 3) welded at each end
Given ISA=100×100×6
l=3m=3000mm
rvv=19.2mm
off length =0.854∗lenght of strut(0.821)
Leff=KL=1×3000=3000mm
Area=1167mm2
- Pd=Ae×fcd Ae=1167mm2
fcd=fy/ymoϕ+[ϕ2−λ2]0.5
ϕ=0.5[1+α(λ−0.2)+λ2]
α=0.49 .. . .. . .class c for angle
λe=√K1+K2λvv2+K3λ2ϕ
λw=L/rvvϵ√ϕ2E250& λϕ=b1+b2/2tϵ√ϕ2E250
λvv=1.73 λϕ=0.188
Case I-considering tow bolt at each end
Table 12 IS Pg48
fixed condition
K1=0.2 K2=0.35 K3=20
λe=√0.2+0.35(1.73)2+20(0.188)2
λe=1.397
ϕ=0.5[1+0.49(1.397−0.2)+(1.397)2
ϕ=1.79
fy=250
fcd=79.55mpa =79.55N/mm2
Pd=92.84kN
Hindge condition
K1=0.7 K2=0.6 K3=5
λe=√0.7+0.6(1.73)2+5(0.188)2
λe=1.63
ϕ=0.5[1+0.49(1.637−0.2)+1.632]
ϕ=2.1788
fcd=250/1.12.1788[2.17552−1.632]0.5=62.72Kn
Pd-Ae×fcd
=1167×62.72
Pd=73.19KN
angles is connected by two bolts Pd=73.19KN
Case II Consider one bolt at each end fixed
K1=0.75 K2=0.35 K3=20
λe=√0.75+0.35(1.73)2+20(0.188)2
λe=1.58
ϕ=0.5[1+0.49(1.58−0.2)+1.582]
ϕ=2.09
fcd=250/1.12.09[2.092−1.58)0.5
fcd=65.72
Pd=1167×65.72
Pd=76.69×103N
Hinde end
K1=1.25
K2=0.5
K3=60
λe=√1.25+0.5(1.75)2+60(0.188)2
λe=2.206
λ=0.5[1+0.49(2.206−0..2)+2.2062]
ϕ=3.424
fcd=250/1.13.424+[3.4242−2.2062]0.5
fcd=37.67
Pd=1167×37.67
Pd=43.89KN
Whenangle is connected by each end Pd=43.89 KN