ME 221 Statics Lecture #29 Sections 6.6 – 6.7 ME221 Lecture #29 1 Homework #10 Chapter 7 problems: – 2, 5, 6, 8, 19, 21, 24, 26 & 35 • Due Today ME221 Lecture #29 2 Homework #11 Chapter 6 problems: – – – – ME221 2, 3, 6 & 7 – Method of Joints 32, 36, 47 & 53 – Method of Sections 68 & 75 Due Wednesday, November 19 Lecture #29 3 Exam #3 Wednesday, November 12 Details on Monday ME221 Lecture #29 4 Trusses Composed of slender straight pieces connected together by frictionless pins where all the loads (no moments) are applied. Each member will act as a two-force member (either in tension or compression). All the forces acting on a truss member are axial. ME221 Lecture #29 5 Analysis of Trusses Using the Method of Joints PBy PBx B We need to solve for: (1) - Internal forces PAY FAB, FAC, and FCA (2) - Reactions Ax, Ay and Cy PAx Ax a A Ay ME221 Lecture #29 PCy b PCx C C y 6 Using Matrix Notation 1 0 1 FAB cos a F sin a 0 0 0 AC cos b 0 FBC cos a 0 = sin a 0 sin b 0 A x 1 cos b 0 Ay 0 0 0 sin b 0 C y Using manual calculations Look for joints with 2 unknowns ME221 Lecture #29 -1 0 0 1 0 0 0 0 0 0 0 0 1 PAx P Ay PBx P By PCx PCy 7 Example 6 kN A B 3 kN 0.9 m C D E 1.2 m ME221 1.2 m Lecture #29 8 6 kN A 4 B 4 9 5 15 3 kN C 16 15 16 9 5 4 4 E D ME221 Lecture #29 9 Method of Sectioning If the question is to find internal forces in selected members of the truss, then one can alternatively use the method of sectioning. Example: Determine the force in members FG and FH 12 kN A C 12 kN E G I 1.8 m B D F H J 4 @ 2.4 m=9.6 m ME221 Lecture #29 10 12 kN A C 12 kN E G FGE I 1.8 m FGF B D FHF F 12 kN A C H J 12 kN E G FEG I FFG B D Fx ME221 0 F Fy 0 Lecture #29 FFH 1.8 m H M Anypo int J 0 11