A simply-supported beam is subjected to a loading resulting in the bending moment diagram shown. The geometrical properties of the beam cross section are shown. Compute the maximum compressive bending stress, oc, max, developed in the beam 25 mm 25 mm BMD 225 mm 15 kN-m Beam cross section 9 = 106 mm INA - 91.6 x 10 mm 30 KN-m 125 mm 150 mm 34.7 MPa 47.2 MPa O 25.5 MPa 37.7 MPa 44 MPa 40.9 MPa O 27.8 MPa 34.6 MPa O 32.4 MPa 30.1 MPa

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Chapter8: Vertical Stress Increase In Soil
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A simply-supported beam is subjected to a loading resulting in the bending moment diagram shown. The geometrical properties of the beam cross section are shown. Compute the maximum compressive bending stress, oc, max, developed in the beam.
25 mm 25 mm
BMD
225 mm
15 kN-m
Beam cross section
V = 106 mm
25 mm
30 kN-m
INA = 91.6 x 106 mm
150 mm
34.7 MPa
47.2 MPa
25.5 MPa
37.7 MPa
44 MPa
40.9 MPa
27.8 MPa
34.6 MPa
32.4 MPa
30.1 MPa
O O O O O O O O
Transcribed Image Text:A simply-supported beam is subjected to a loading resulting in the bending moment diagram shown. The geometrical properties of the beam cross section are shown. Compute the maximum compressive bending stress, oc, max, developed in the beam. 25 mm 25 mm BMD 225 mm 15 kN-m Beam cross section V = 106 mm 25 mm 30 kN-m INA = 91.6 x 106 mm 150 mm 34.7 MPa 47.2 MPa 25.5 MPa 37.7 MPa 44 MPa 40.9 MPa 27.8 MPa 34.6 MPa 32.4 MPa 30.1 MPa O O O O O O O O
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