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Re: A place for all things 7 World Trade Center [W:424,1132]
Gerry,
Get real.... I am perfectly capable of reading the drawings or even creating them. I didn't confuse web stiffeners with the shop added plates.... to the built up col 79.
The geometry appears to be such that the girder was put in place and the connections made with no trouble from the side plates. Why would the side plates prevent the girder from lateral movement at least in the drawing of the column and the girder end??? I explained the off orthogonal seems to make this possible AND you also need to consider the col 44 end connection conditions.
It is inconceivable and impossible to "tight fit" the girder between the columns. The structural connection is achieved with seats and knife joints.

You're clearly NOT capable of reading drawings. You have looked at drawing "9114" many times before in other threads and you were still in the dark until it was laid out for you on a plate. You only just realised where the sideplates actually were, and nobody ever claimed they were added in the field.
As for the trapping of the girder not holding water - How can you possibly maintain that position having just learned where the sideplates actually are, having previously though that they could somehow prevent the girder from being located properly?
Where did you actually think the plates were previously, that they would impede the girder installation? Did you think I was talking about the stiffener plates on the end of the girder that NIST omitted from their model, but ARUP included ?
Gerry,
Get real.... I am perfectly capable of reading the drawings or even creating them. I didn't confuse web stiffeners with the shop added plates.... to the built up col 79.
The geometry appears to be such that the girder was put in place and the connections made with no trouble from the side plates. Why would the side plates prevent the girder from lateral movement at least in the drawing of the column and the girder end??? I explained the off orthogonal seems to make this possible AND you also need to consider the col 44 end connection conditions.
It is inconceivable and impossible to "tight fit" the girder between the columns. The structural connection is achieved with seats and knife joints.