4. For the mill bent shown, determine the force in member GH. Also, sketch the V and M diagrams of leg DF. State your assumptions. (25 pts) 5kN 8kN 5kN Go Bo H 1.5m QF 15m E 1.5m 4 panels @ 2m = 8m 6m

y = EI 1 B For the beam and loading shown, determine Part 1 out of 3 (a) the equation of the elastic curve for portion AB of the beam, WO 2 L x Wo -L/2- 1 120 10 X X 1

For the solution for this problem, I was wondering how they got 0.75s and the 0.25 in the graph? I thought in the muller method you replace the point of interest with 1 unit load up? Can you please show all calculations so I can see where the 0.75s and 0.25 are coming from

Draw the shear diagram for the beam. Click on "add discontinuity" to add discontinuity lines. Then click on "add segment" button to add functions between the lines. +O No elements selected 1 kip/ft V (kip) 5 4 3 2 1 0 in bo & Ń -2 0 5 15 ft 10 2 kip/ft 15 z (ft)