AW530 times 92 structural steel wide-flange shape E=200GPa;I=554 times 10^(6)mm^(4) is loaded and supported as shown. Determine: (a) the force and moment reactions at supports A and C (positive force is up, positive moment is counterclockwise). (b) the maximum bending stress sigma _(max) in the beam. (c) the deflection v_(B) of the beam at B. A

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AW530  times 92 structural steel wide-flange shape E=200GPa;I=554 times 10^(6)mm^(4) is loaded and supported as shown. Determine: (a) the force and moment reactions at supports A and C (positive force is up, positive moment is counterclockwise). (b) the maximum bending stress  sigma _(max) in the beam. (c) the deflection v_(B) of the beam at B. Assume L_(AB)=4.7m,L_(BC)=3.4m,P=121kN. Answers: (a) A=  kN,M_(A)=  kN-m,C=  kN,M_(C)=  kN-m. (b)  sigma _(max )=  MPa. (c) v_(B)=  mm.

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