About this document
SkyCiv Beam Analysis Report Summary by achmad firmanyah is a document available to read on EtoBox.
The SkyCiv Beam Analysis Report details the analysis of a beam with a length of 11.55 m and a cross-section of 400 x 400 mm, subjected to a point load of -206.01 kN. The results indicate that the beam passes all checks for deflection, stress limits, and material yield. Key findings include maximum bending moment of 310.031 kN-m, maximum shear of 107.698 kN, and maximum displacement of 10.112 mm.
- Author
- achmad firmanyah
- Language
- EN