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Interior Shear Wall

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I have a question regarding using an interior bearing wall as a shear
wall.  I have a corridor wall I would like to use as a shear wall.  I
will have plywood sheathing covered with gyp. board.  I have trusses
bearing on the wall.  I broke the trusses in half to eliminate truss
uplift forces from shrinkage.  I am wondering how to get the shear down
from the roof sheathing.  How do others typically do it?  There will be a
lot of vertical members running along the wall.  I also have some very
significant shear forces because this is a church building, not
residential.  It has a large foot print.  I don't see 2x4 diagonal web
bracing to be sufficient.

Any suggestions would be appreciated.


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