The bent steel bar shown in figure is 201mm square. Determine the normal stresses at A and B.
"Cos\\theta=\\frac{a}{500}=\\frac{4}{5}"
a=400mm
"Sec\\theta=\\frac{b}{400}=\\frac{5}{4}"
b=500mm
"\\sum M_1=0"
(a+b)R2=(500+400+100)450
900R2=1000*450
R2=500kN
"Cos\\theta =\\frac{c}{200}=\\frac{4}{5}"
c=160mm
M3=500(201)-450(c+100)
=100500-450(160+100)
=-16500kNmm
M3=16500kNmm clockwise
Fa=450 "Sin \\theta=450(\\frac{3}{5})"
=270kN
"\\sigma_a=\\frac{P}{A}=\\frac{270(1000)}{201*201}"
=6.683MPa
"\\sigma_f=\\frac{6M}{bd^{2}}=\\frac{6*16500*1000}{201*201^{2}}"
=12.19MPa
"\\sigma_A=-\\sigma_a+\\sigma_f"
=-6.683+12.19
=5.507MPa
"\\sigma_B=-\\sigma_a-\\sigma_f"
=-6.683-12.19
=-18.873MPa
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