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<p>The support or end conditions of the beam will help answer the question UNITSLOPE DEFLECTION METHOD Structure Introduction Ol~jectives ' Basic Concepts Sigt~ Coaventron Flxed End Actions Rotational Stiffness Lateral 1)isplacenient Factor Steps for Analysis Slope Deflection Equation Equilibrium Equations Analysis of Continuous Beams For the beam shown, support A settlesmm downward, use the slope-deflection method to. In force – method, we can chose any redundant and therefore the moments at each joint and support of the battered-column frame. Determine. (3 points) Take E= GPa, I =() mm4 Using these equations, plane frames with sidesway are analysed. Draw its quantitative shear, bending moment diagrams, deflected shape. Determine all the slopes at supports. Slope-deflection equations for mnd Moments: Modified slope-deflection equation when far end is supported by a roller or pin: Practice ProblemsUsing the slope  In this lesson, slope-deflection equations are derived for the plane frame undergoing sidesway. The  UNITSLOPE DEFLECTION METHOD Structure Introduction Ol~jectives ' Basic Concepts Sigt~ Coaventron Flxed End Actions Rotational Stiffness  Since joint A is fixed against rotation, θA = 0; therefore, the only unknown displacement is θB. The. joints are rigid. Kinematic unknowns are those rotations and displacements that are not zero and must be computed. Fig General Procedure: StepScan the beam and identify the number of (a) segments and (b) kinematic unknowns. all the reactions at supports. Using the slope-deflection equation. The supports are fixed connected. A segment is the portion of the beam between two nodes. EI = constant. EI. is constantThe frame is made from pipe that is rigid connected Slope-deflection equations for mnd Moments: Modified slope-deflection equation when far end is supported by a roller or pin: Practice ProblemsUsing the slope-deflection method, compute the end moment of members of the beams shown in Figure P through Figure P and draw the bending moment and shear force diagrams. To evaluate θB, express all variables in units  In slope – deflection method, the actual deformations are the redundants and stiffness matrix is symmetrical.</p></translate>
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