25 kN m B 1 m H C 10 kN/m -3 m Fig. P4.31 -2m- E

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25 kN m B 1 m H C 10 kN/m -3 m Fig. P4.31 -2m- E

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25 Kn M B 1 M H C 10 Kn M 3 M Fig P4 31 2m E 1
25 Kn M B 1 M H C 10 Kn M 3 M Fig P4 31 2m E 1 (32.07 KiB) Viewed 39 times
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 1 m H C 10 kN/m -3 m Fig. P4.31 -2m- E
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