A A simply-supported beam with an overhang is subjected to a concentrated load acting at the end of the overhang shown below. The beam is a W150 x 30 section made from steel having an allowable normal stress of 210 MPa and allowable shear stress of 70 MPa. The elastic modulus of the steel used in the beam is 200 GPa. Determine the deflection and slope at the and of the overhang (point C) using the Method of Integration. B 4 m 2 m с 30 kN

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A
A simply-supported beam with an overhang is subjected to a concentrated load acting at
the end of the overhang shown below. The beam is a W150 x 30 section made from steel
having an allowable normal stress of 210 MPa and allowable shear stress of 70 MPa. The
elastic modulus of the steel used in the beam is 200 GPa.
Determine the deflection and slope at the and of the overhang (point C) using the Method
of Integration.
B
4 m
2 m
с
30 kN
Transcribed Image Text:A A simply-supported beam with an overhang is subjected to a concentrated load acting at the end of the overhang shown below. The beam is a W150 x 30 section made from steel having an allowable normal stress of 210 MPa and allowable shear stress of 70 MPa. The elastic modulus of the steel used in the beam is 200 GPa. Determine the deflection and slope at the and of the overhang (point C) using the Method of Integration. B 4 m 2 m с 30 kN
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