STRUCTURE Flashcards
1
Q
redundant force in truss
A
SUM(K.P.L) / SUM (K^2 L)
2
Q
deflection in truss node
A
SUM(K.P.L) or SUM (K. df)
3
Q
horizontal reaction in 3 hinge arch
A
intigrate(M.y.dy) / Integrate(y^2 .dy)
4
Q
relative stiffness of symmetrically bisected member for moment distribution
A
1/2 of 4.EI/L
5
Q
fixed end moment of Isosceles triangular distributed load
A
5w.L^2 /96
