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Analisa Struktur Portal Statika by FRANSISKUS KELVIN SIMANTO is a document available to read on EtoBox.
1) The reactions at supports A, B, and F were calculated as VA = 2t, VB = 2t, and VF = 1t. 2) The bending moments, shear forces, and normal forces were calculated for each member. 3) Bending moment, shear force, and normal force diagrams were drawn showing values at different points along each member.
- Author
- FRANSISKUS KELVIN SIMANTO
- Language
- EN