Essentials in the Theory of Framed Structures

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L3 L4 3IS5.8S , 8344.14- 7S)FS''I7S'---- 9048. S 9048.5 7So 7 ^<7o The load in panel 3-4 is less or greater than one-seventh of the load on the span as wheel 13 is crossing Li, therefore the shear in the panel is a maximum (not the maximum to be sure, but still a maximum).

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