Question: HW # 2 1 - A W 1 2 x 2 6 ( E = 2 9 , 0 0 0 ksi ) has

HW \#21
- A W12x26(E=29,000 ksi) has the loading shown to the right
- In addition to the point load there is also a \(3\mathrm{k}/\mathrm{ft}\) uniformly distributed load along the entire length of the beam
- Using Excel what is the maximum deflection and how many feet right of point at is it located.
- Upload a pdf of you excel work
HW \ # 2 1 - A W 1 2 x 2 6 ( E = 2 9 , 0 0 0 ksi

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