Consider the beam and loading shown where Pis 145 kN and E= 200 × 109 Pa. I W410 × 46.1 -2.5 m - 2.5 m Determine the def
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Consider the beam and loading shown where Pis 145 kN and E= 200 × 109 Pa. I W410 × 46.1 -2.5 m - 2.5 m Determine the def
Consider the beam and loading shown where Pis 145 kN and E= 200 × 109 Pa. I W410 × 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 ↓. هلي 80 kN - m C P 80 kN - m B
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