Washago coaling plant--step 8
Now we will fashion the heavy steel beams which will support the rails and grating. A quarter century ago while studying structural engineering, I knew of these as "welded wide flange" (WWF) sections. Start by measuring the length between north and south walls with your calipres, as shown above. Knock off a smidgen (say about 0.010" at each end) to allow for a tiny bit of room to position the beams.
The width of the I-shaped section we're creating will be 12", with a depth of 16-3/4". Evergreen I-beams do not have the required width; their H-sections have too much width. So, they need to be built up to be accurate. This takes less time for you to do than it takes for me to type instructions. The plate thickness is 1". In S scale, I used 0.020" styrene, which amounts to a little more than an inch; I feared that anything slighter than that would not have sufficient stability. Cut four pieces 12" wide to length for the top and bottom flanges. Cut the two webs to a height of 16-3/4" less 2 x thickness.
Use Ambroid Pro-Weld or similar to make up the sections.
Test fit them in the hopper. At this stage, I discovered that my foundation walls were a few inches too high, so I topped up the inner concrete supports with a length of wood. This is not too critical, as they will largely be hidden.
Should you need to shim up your steel sections to make them flush with the top of the concrete walls, use 18" lengths off the strip used to make the top and bottom flanges.
After shims have been attached in the appropriate places (if at all necessary), label the sections on the underside to ensure proper orientation. I inscribed "NR" (for north railside) and "NC" (for north conveyor side) on one end of each.



