PROBLEM 5.63* 18 mm 2 kN/m Beam AB supports a uniformly distributed load of 2kN/m and two concentrated loads P and Q. It has been experimentally determined that 36 mm the normal stress due to bending in bottom edge of the beam is -56.9 MPa at A and -29.9 MPa at C. Draw the shear and bending- moment diagrams for the beam and determine the magnitudes of the loads Pand Q. 0.1 m 0.1 m 0.125 m

Structural Analysis
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Chapter2: Loads On Structures
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PROBLEM 5.63*
18 mm
2 kN/m
Beam AB supports a uniformly distributed load of 2kN/m and two
concentrated loads P and Q. It has been experimentally determined that
36 mm the normal stress due to bending in bottom edge of the beam is
IA
D
-56.9 MPa at A and –29.9 MPa at C. Draw the shear and bending-
moment diagrams for the beam and determine the magnitudes of the
loads P and Q.
0.1 m
0.1 m
0.125 m
Transcribed Image Text:PROBLEM 5.63* 18 mm 2 kN/m Beam AB supports a uniformly distributed load of 2kN/m and two concentrated loads P and Q. It has been experimentally determined that 36 mm the normal stress due to bending in bottom edge of the beam is IA D -56.9 MPa at A and –29.9 MPa at C. Draw the shear and bending- moment diagrams for the beam and determine the magnitudes of the loads P and Q. 0.1 m 0.1 m 0.125 m
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