The state of stress at a point is the result of two loadings as shown in figure. When acting alone, the first loading produces the 3 MPa pure shear with respect of xy-axis. The second loading alone results in the 4 MPa pure shear with respect to the x'y-axis. The angle between the two sets of axis is 30° as shown. If the two loadings act simultaneously then resultant (absolute) shear stress at that point with respect to x-y axis is MPa (in integer). 3 MPa 1 loading 2nd loading 4 MPa α = 30° x

Structural Analysis
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Chapter2: Loads On Structures
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The state of stress at a point is the result of two loadings as shown in figure. When acting
alone, the first loading produces the 3 MPa pure shear with respect of xy-axis. The
second loading alone results in the 4 MPa pure shear with respect to the x'y-axis. The
angle between the two sets of axis is 30° as shown. If the two loadings act simultaneously
then resultant (absolute) shear stress at that point with respect to x-y axis is
MPa (in integer).
3 MPa
st
1 loading
2 loading
4 MPa
α= 30°
x'
Transcribed Image Text:The state of stress at a point is the result of two loadings as shown in figure. When acting alone, the first loading produces the 3 MPa pure shear with respect of xy-axis. The second loading alone results in the 4 MPa pure shear with respect to the x'y-axis. The angle between the two sets of axis is 30° as shown. If the two loadings act simultaneously then resultant (absolute) shear stress at that point with respect to x-y axis is MPa (in integer). 3 MPa st 1 loading 2 loading 4 MPa α= 30° x'
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