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11.3. Determine the extension of the bar shown in Fig. 11.7 due to self weight and a concentrated load of 400N applied at its end. Given b = 150 mm b. = 75 mm += 20 mm E=2x 10' N/mm' p=08 x 10 N/mm 커 1 - 20 mm 1-87 600 mm = 0 (b) ! solve rrect ci
11.3. Determine the extension of the bar shown in Fig. 11.7 due to self weight and a concentrated load of 400N applied a
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11.3. Determine the extension of the bar shown in Fig. 11.7 due to self weight and a concentrated load of 400N applied a
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