## A study of the shear conditions in the matrix slope-deflection method of rigid frame analysis |

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ASAT axis compute Conventional Method direction perpendicular displacement due to members equation 3-s equation SP equilibrium condition Equilibrium Diagrams FEM's Figure SP final end moments fixed-end moments frame of Fig free-bodies of members free-body of joint geometric consistency girders horizontal inclined members joint G Knowing the slope matrix method members BC members meet Ml M2 movement of joints Multiplier P-matrix P-X Diagram PL XI resolve all forces respect RIGID FRAME shear conditions shear equations simultaneous equations slope-deflection equations slope-deflection method Solving triangle Special Problem Statically Indeterminate symmetry Table 6b Table SP Taking joint Taking the free-body unbalance unbalanced sidesway force unbalanced sway force University of Wisconsin unknown thrust vertical direction zi/t