WE1. DEFLECTION IN DIRECTION OF LINE OF ACTION OF APPLIED LOAD A beam of uniform flexural rigidity (EI) and total effect

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WE1. DEFLECTION IN DIRECTION OF LINE OF ACTION OF APPLIED LOAD A beam of uniform flexural rigidity (EI) and total effect

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We1 Deflection In Direction Of Line Of Action Of Applied Load A Beam Of Uniform Flexural Rigidity Ei And Total Effect 1
We1 Deflection In Direction Of Line Of Action Of Applied Load A Beam Of Uniform Flexural Rigidity Ei And Total Effect 1 (32.37 KiB) Viewed 28 times
WE1. DEFLECTION IN DIRECTION OF LINE OF ACTION OF APPLIED LOAD A beam of uniform flexural rigidity (EI) and total effective length 6a, is bent to the shape shown in Fig. EX1. End D is fixed in position and direction. A load W, is applied to the free end A. Derive an expression for the vertical deflection of end A, due to bending, in terms of w,a, and EI ONLY -3a 2a B ia. W FIG. EXL
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