The beam shown (Figure 1) is supported by a pin at A
A and a cable at B
B. Two loads P
PP = 12 kN
kN are applied straight down from the centerline of the bottom face. Determine the state of stress at the point shown (Figure 2) in a section 2 m from the wall. The dimensions are w
ww = 6 cm
cm , h
hh = 10.5 cm
cm , L
LL = 0.8 m
m , a
aa = 1.5 cm
cm , and b
bb = 4 cm
cm .
What is the normal stress at the point due to the axial load in the beam? Let a compressive stress be negative.
"\\sum F_h=Fcos30=R_H"
"\\sum F_v=Fsin30+R_v=12+12"
"\\sum M_B=0 \\implies 12*0.8+12*1.6=R_v*2.4 \\implies R_v=12"
"F=\\frac{24-12}{sin30}=24kN"
"R_H=Fcos30=24cos30=20.78kN"
A. Axial load"=R_H=Fcos30=-20.78kN"
"\\sigma_a=\\frac{R_H}{A}=\\frac{-20.78 *1000}{0.105*0.06}=-3.298*10^6 N\/m^2 =-3.298*10^6MPa"
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