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! Required information Consider the beam and loading shown where Pis 145 KN and E = 200 x 109 Pa. Р SO KN.m SO KN.m A CV
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! Required information Consider the beam and loading shown where Pis 145 KN and E = 200 x 109 Pa. Р SO KN.m SO KN.m A CV
! Required information Consider the beam and loading shown where Pis 145 KN and E = 200 x 109 Pa. Р SO KN.m SO KN.m A CV B I I W410 X 46.1 2.5 m 2.5 m Determine the deflection at point C. (Round the final answer to two decimal places.) The deflection at point Cis mm 1.
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