14. A prismatic bar having cross-sectional area A=1200 mm² is compressed by an axial load P = 90kN (see figure (a)). (1) Determine the stresses acting on an inclined section p-q cut through the bar at an angle = 25°. (2) Determine the complete state of stress for 0=25° and show the stresses on a properly oriented stress element. -x P x1 0=25° P=90 kN x 9 14) FACE ab: 0=25°: σ0=-61.6 MPa, t0=28.7 MPa FACE cd: 0=250+90=205°: σ0=-61.6 MPa, t0=28.7 MPa FACE bc: 0=25°-90°-65°: σ0=-13.4 MPa, t0=-28.7 MPa FACE ad: 0=25°+90° 115°: σ0-13.4 MPa, t0=-28.7 MPa

Elements Of Electromagnetics
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14.
A prismatic bar having cross-sectional area A=1200 mm² is compressed
by an axial load P = 90kN (see figure (a)). (1) Determine the stresses acting on an
inclined section p-q cut through the bar at an angle = 25°. (2) Determine the
complete state of stress for 0=25° and show the stresses on a properly oriented
stress element.
-x
P
x1
0=25°
P=90 kN
x
9
Transcribed Image Text:14. A prismatic bar having cross-sectional area A=1200 mm² is compressed by an axial load P = 90kN (see figure (a)). (1) Determine the stresses acting on an inclined section p-q cut through the bar at an angle = 25°. (2) Determine the complete state of stress for 0=25° and show the stresses on a properly oriented stress element. -x P x1 0=25° P=90 kN x 9
14)
FACE ab:
0=25°:
σ0=-61.6 MPa, t0=28.7 MPa
FACE cd:
0=250+90=205°:
σ0=-61.6 MPa, t0=28.7 MPa
FACE bc:
0=25°-90°-65°:
σ0=-13.4 MPa, t0=-28.7 MPa
FACE ad:
0=25°+90° 115°:
σ0-13.4 MPa, t0=-28.7 MPa
Transcribed Image Text:14) FACE ab: 0=25°: σ0=-61.6 MPa, t0=28.7 MPa FACE cd: 0=250+90=205°: σ0=-61.6 MPa, t0=28.7 MPa FACE bc: 0=25°-90°-65°: σ0=-13.4 MPa, t0=-28.7 MPa FACE ad: 0=25°+90° 115°: σ0-13.4 MPa, t0=-28.7 MPa
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