Renze
Elite Member
Two years ago i filed the building permit for a 60 ton bridge over a canal for a friend of mine, at the waterways council. Even though he will only use it to reach a pasture on the other side, they wanted a permit.
I calculated the load capacity of a prefab inverted T shaped retaining walk of 500 euro a piece, it could handle the vertical load by a margin of 5. Then i calculated we needed 4 IPE 400 beams, yet the demo contractor selling used I beams only wanted to sell all 9 of them, so he ended up putting them 6 inch apart and welding flat strip between them, lengthwise.
I took generic (worst case) footing ground pressure ratings for our area, and with the 2 by 4 yard footing of the cheap prefab retaining wall section, again exceeded the margin by far.
Water council agreed, so he built a bridge for 1000 euro bridgeheads, 2000 euro steel and 120 euro engineers fee
I calculated the load capacity of a prefab inverted T shaped retaining walk of 500 euro a piece, it could handle the vertical load by a margin of 5. Then i calculated we needed 4 IPE 400 beams, yet the demo contractor selling used I beams only wanted to sell all 9 of them, so he ended up putting them 6 inch apart and welding flat strip between them, lengthwise.
I took generic (worst case) footing ground pressure ratings for our area, and with the 2 by 4 yard footing of the cheap prefab retaining wall section, again exceeded the margin by far.
Water council agreed, so he built a bridge for 1000 euro bridgeheads, 2000 euro steel and 120 euro engineers fee
