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Theorem of three moments : ウィキペディア英語版
Theorem of three moments
In civil engineering and structural analysis Clapeyron's theorem of three moments is a relationship among the bending moments at three consecutive supports of a horizontal beam.
Let ''A,B,C'' be the three consecutive points of support, and denote by ''l'' the length of ''AB'' by l' the length of ''BC'', by ''w'' and w' the weight per unit of length in these segments. Then〔J. B. Wheeler: An Elementary Course of Civil Engineering, 1876, Page 118 ()〕 the bending moments M_A,\, M_B,\, M_C at the three points are related by:
:M_A l + 2 M_B (l+l') +M_C l' = \frac w l^3 + \frac w' (l')^3.
This equation can also be written as 〔(Srivastava and Gope: Strength of Materials, page 73 )〕
:M_A l + 2 M_B (l+l') +M_C l' = \frac + \frac
where ''a''1 is the area on the bending moment diagram due to vertical loads on AB, ''a''2 is the area due to loads on BC, ''x''1 is the distance from A to the center of gravity for the b.m. diagram for AB, ''x''2 is the distance from C to the c.g. for the b.m. diagram for BC.
The second equation is more general as it does not require that the weight of each segment be distributed uniformly.
==Derivation of Three Moments Equations ==
Mohr's Theorem can be used to derive the Three Moment Theorem (TMT).

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