Question: 1. Determine all reactions for the frame in Figure given IAB = 600 in.4, IBC = 900 in.4, and E = 29,000 kips/in.2. Neglect axial deformations.
2. Assuming that the load is removed, compute all reactions for the frame in Figure if member BC is fabricated 1.2 in. too long.
![887_9.40.png](https://secure.tutorsglobe.com/CMSImages/887_9.40.png)