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Lecture 6

2P04 - Lecture 6 - Method of Joints and Sections.pdf

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Department
Engineering (General)
Course
ENGINEER 2P04
Professor
Dieter Stolle
Semester
Fall

Description
1 Constrain On move Sept 24 ro Method of Join Equilibrium at each joint anal Suste and indhentmly IF more ahan unknown n they ca torres en be determined by stdrie alone ii) If three so us are concurrent and only two near the Tcuss -Determine the membek Forces 1: FBD 2 x 33 x Rp 352 x looo (A) oolb Foxy A o Mombes BC. The Force in mod Be must balance. the load ot (ocolb lb. 1 Constrain On move Sept 24 ro Method of Join Equilibrium at each joint anal Suste and indhentmly IF more ahan unknown n they ca torres en be determined by stdrie alone ii) If three so us are concurrent and only two near the Tcuss -Determine the membek Forces 1: FBD 2 x 33 x Rp 352 x looo (A) oolb Foxy A o Mombes BC. The Force in mod Be must balance. the load ot (ocolb lb.30 -o ooo lb Fco cos 30 Saint C AC 2 low Buy sum egr FA377 to00 lb Cantilever Truss 13 Fx N3000 2000 DE DD AC BC, 2000 20cc Canti levec Truss 2: REACTIONS EM 20 x 3000) t 10 20CU 30 -o ooo lb Fco cos 30 Saint C AC 2 low Buy sum egr FA377 to00 lb Cantilever Truss 13 Fx N3000 2000 DE DD AC BC, 2000 20cc Canti levec Truss 2: REACTIONS EM 20 x 3000) t 10 20CUT cos 30 Tsin 30 2000 tooo o iGoo lb TO INTS: As 3464 PAC l 122 lbs. 3461 lbs 3461 lbs BD Method of SectivAs Can cot mad han three members, since there Lore on! three inde equilibrium egudnons eth00 Sections ySIC Principle P
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