25 kN - m B m Im 10 kN/m -3 m Fig. P4.31 -2m-

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25 kN - m B m Im 10 kN/m -3 m Fig. P4.31 -2m-

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25 Kn M B M Im 10 Kn M 3 M Fig P4 31 2m 1
25 Kn M B M Im 10 Kn M 3 M Fig P4 31 2m 1 (29.99 KiB) Viewed 35 times
This activity is an exercise on computing DEFLECTIONS IN BEAMS USING AREA-MOMENT METHOD.
Given the beam, determine the following:
(a) location of the maximum deflection from left end of beam
(b) maximum EIy value
(c) EIy value at the midspan
25 kN - m B m Im 10 kN/m -3 m Fig. P4.31 -2m-
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