. Electric railway journal . U- IE— 1500 J issv, IES J *sl \ &n > *~375H /tSmit .^471 tad 55E9. ncproncpron Fig. 1—Loads on CenterSills and Loads transmittedto Side Sills Fig. 2—Direct and trans-mitted Loads on Side Sills Fig. 3—Different types ofGirder Construction load, it must be remembered that the car side is morethan a simple load-carrying structure such as a bridgetruss, in that it is also the side wall of an inclosedmoving vehicle designed primarily for the comfortablehousing of passengers. As such certain parts mustbe included regardless of whether the supporting struc-ture is a tr
. Electric railway journal . U- IE— 1500 J issv, IES J *sl \ &n > *~375H /tSmit .^471 tad 55E9. ncproncpron Fig. 1—Loads on CenterSills and Loads transmittedto Side Sills Fig. 2—Direct and trans-mitted Loads on Side Sills Fig. 3—Different types ofGirder Construction load, it must be remembered that the car side is morethan a simple load-carrying structure such as a bridgetruss, in that it is also the side wall of an inclosedmoving vehicle designed primarily for the comfortablehousing of passengers. As such certain parts mustbe included regardless of whether the supporting struc-ture is a truss rod, a girder or a truss. These arethe floor sill, the window sill, the top member generallyknown as the side plate, the sheathing, the posts, andthe windows. The desirable proportion of the windowsfrom the standpoint of the comfort of the passengersprecludes the use of diagonals, which form a necessarypart of a true truss. In such a truss all of the membersare either in straight tension or compression withoutbeing subject to bending. The place of these diagonalstherefore has to be t
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