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*1-4. Determine the resultant internal normal and shear force in the member at (a) section a-a and (b) section b-b, each of which passes through point A. The 500-lb load is applied along the centroidal axis of the member. a 30° 500 lb 500 Ib A a Prob. 1-4

*1-4. Determine the resultant internal normal and shear force in the member at (a) section a-a and (b) section b-b, each of which passes through point A. The 500-lb load is applied along the centroidal axis of the member. a 30° 500 lb 500 Ib A a Prob. 1-4

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*1-4. Determine the resultant internal normal and shear force in the member at (a) section a-a and (b) section b-b, each of which passes through point A. The 500-lb load is applied along the centroidal axis of the member. a 30° 500 lb 500 Ib a Prob. 1-4
Transcribed Image Text:*1-4. Determine the resultant internal normal and shear force in the member at (a) section a-a and (b) section b-b, each of which passes through point A. The 500-lb load is applied along the centroidal axis of the member. a 30° 500 lb 500 Ib a Prob. 1-4
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