Instead of the U frame, which is subjected to very heavy bending moments, a triangular frame may be used with the apex at the springing of the arch. The structural members of this abutment can be quire thin because they follow the thrust line of the forces better than does the U frame.
An architectural problem of the short shell structure is the proper design of the end walls. On a long span structure there will be large blank areas that require careful architectural treatment to make the structure pleasing.