Statically indeterminate stresses in stiff framed structures . (43c). (e). Uniformly Distributed Load on Both Columns. Frame Symmetrical about the Vertical Center Line. Consider the load £ rpp-lied to each column. The total moment at A is equal to the momentat that point due to the load on the left hand column plus the. 54. moment at the same point due to the load on the right hand two moments are given by equations 43 and 43a, the two quantities, gives ($f -n fn+3p)J (44). Similarly,

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