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What is TOL Kapal Betung Static Calculations about?

This document summarizes the static calculation for PD 8 shoring on the Tol Kapal Betung - Pier Head Jejawi project. It includes the material properties of girder GT 24 and steel waler SRZ. The maximum load calculations are presented, along with the structure analysis of the girder and steel waler. The analysis shows the bending moment, shear force, displacement and stresses are within allowable limits. Finally, the maximum load on the PD 8 shoring is less than its allowable capacity.

Author

Mulyono Wraharjo

Language

EN