A W530 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.

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A W530  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)=5.4m,L_(BC)=4.1m,P=141kN. Answers: (a) A= i. kN,M_(A)= i kN,M_(A)=i kN-m. kN-m,C= kN,M_(C)= kN-m. (b)  sigma _(max)= i MPa. (c) v_(B)= mm.

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