*1-4. Determine the resultant internal loadings in the beam at cross sections through points D and E. Point E is just to the left of the 16-kip load. A 2 kip/ft D -5 ft 5 ft- B -8 ft- 16 kip E 8 ft-

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A: The full form of UCS is the User Co-ordinate system. This is used in AUTO-CAD.

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A: Solution:

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Slope and Deflection

The slope in a deflected beam is described as an angle in radians made by the tangent of the section with the original axis of the beam. The deflection at any point on the axis of the beam is defined as the lateral displacement of the point before and after loading.