runway: 08/26 - for all intents and purposes, the wind is straight along the strip.
I haven't allowed for a takeoff downwind and downhill as tailwind would exceed 5 knots. - good, your chart doesn't give the data so you can't figure the numbers, so you can't takeoff downwind.
If a question specified the use of the same chart as the question above with 6% up slope, is it correct that I have to use the 4% up line as we cannot extrapolate? - first, you wouldn't even think about taking off into that sort of up slope. Maybe a maximum of 1.5 to 2 percent. Those sort of steep slopes dictate one-way strip operation only. Have a look at the one way strip photos in this thread
www.pprune.org/pacific-general-aviation-...ghlight=runway+slope Post 23 is the one usually trotted out for steep slopes and associated fun and games.
As to your specific question, again, if you don't have data, you can't go off on a non-conservative use of the chart. So, if the strip slope exceeds the chart maximum up slope, you don't go.
Now, with this stuff, you can use a conservative truncation for the chart. So,
(a) if the lowest chart pressure height is sea level but you have a pressure height of -500 ft, then you do the sums for sea level but get the benefit of the lower actual.
(b) if the head wind is 30 knots but the chart only goes to 20 kt, you do the sums for 20 knots but are grateful for the extra headwind to get you up and away quicker than the chart might suggest.
(c) if the maximum chart strip length is 1000 m but the strip is 1500 m, you do the sums for 1000 m and enjoy the good view as you pass over the upwind threshold.
(d) if the maximum chart down slope is 2 percent but you have 3 percent, likewise (for takeoff considerations. If you have ASD charts, then they might limit you a bit).
etc.
For the specific chart example, the following thoughts are relevant -
(a) be a bit more careful in your interpolations
(b) ensure you use a reasonably sharp pencil for the exam and make sure you run parallel or proportional to the lines as is required. Much better to use a Douglas protractor for running parallel to the grid lines.
(c) in the rolling coefficient of friction grid (LWG, etc) you only run up to the reference line and then go horizontal - you have continued up to the distance line.