A bracket plate connected to a column flange transmits a load of 120 kN as shown in the figure. The maximum force for which the bolts should be designed is kN
169.34
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Solution
The correct option is A 169.34 F1=1205=24kN F2=P.e.r.∑r2 =120×0.5×(70√2×10−3)(70×√2)2×4×10−6
= 151.52kN θ=45∘ FR=√F21+F22+2F1F2cosθ =√242+151.522+2×24×151.52×cos45∘ =169.34kN