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WE3. DEFLECTION NORMAL TO LINE OF ACTION OF APPLIED LOAD A steel bar is bent into the shape shown in Fig. EX3. The lower end, A, is rigidly fixed to the ground. A load, W, is applied at the free end C. Derive an expression for horizontal deflection at C, in terms of W, R, h, and El (the flexural rigidity of the bar) ONLY. B h A FW.EX 3
WE3. DEFLECTION NORMAL TO LINE OF ACTION OF APPLIED LOAD A steel bar is bent into the shape shown in Fig. EX3. The lower
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WE3. DEFLECTION NORMAL TO LINE OF ACTION OF APPLIED LOAD A steel bar is bent into the shape shown in Fig. EX3. The lower
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