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- Principles of Statics
- Equilibrium of Force System
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Analysis of Structures
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Method of Joints | Analysis of Simple Trusses
- Problem 001-mj | Method of Joints
- Problem 002-mj | Method of Joints
- Problem 003-mj | Method of Joints
- Problem 004-mj | Method of Joints
- Problem 005-mj | Method of Joints
- Problem 403 | Method of Joints
- Problem 404 Roof Truss - Method of Joints
- Problem 405 | Method of Joints
- Problem 406 Cantilever Truss - Method of Joints
- Problem 407 Cantilever Truss - Method of Joints
- Problem 408 Warren Truss - Method of Joints
- Problem 409 Howe Roof Truss - Method of Joints
- Problem 410 Pratt Roof Truss - Method of Joints
- Problem 411 Cantilever Truss by Method of Joints
- Problem 412 Right Triangular Truss by Method of Joints
- Problem 413 Crane by Method of Joints
- Problem 414 Truss by Method of Joints
- Method of Sections | Analysis of Simple Trusses
- Method of Members | Frames Containing Three-Force Members
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Method of Joints | Analysis of Simple Trusses
- Friction
- Centroids and Centers of Gravity
- Moment of Inertia and Radius of Gyration
- Dynamics
- Force Systems in Space
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Sir, bakit wala pong
Sir, bakit wala pong horizontal component na sinolve sa joint E and C. Sa joint E po, aren't both joint G and E carrying 100kn load? Please do correct me po sir/ma'am. Thank you! God blesss
wala po ata ring load sa
In reply to Sir, bakit wala pong by Jen Morales (not verified)
wala po ata ring load sa member GE?? i mean wala rin silang binunuhat.