Calculate the horizontal and vertical deflection Sy and Su respectively, of the top
of the wood post due to the horizontal load P= 30 kN as shown in Fig. 1.56. The
part has cross-sectional area 32,000 mm and modulus of elasticity 10 GPa. The
post is supported by a steel rod AC of diameter 25 mm and modulus of elasticity
210 GPa. Do not neglect rotation of the bars.
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Calculate the horizontal and vertical deflection Sy and Su respectively, of the top
of the wood post due to the horizontal load P= 30 kN as shown in Fig. 1.56. The
part has cross-sectional area 32,000 mm and modulus of elasticity 10 GPa. The
post is supported by a steel rod AC of diameter 25 mm and modulus of elasticity
210 GPa. Do not neglect rotation of the bars.
nithinreddy123:
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