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Calculation Sheet: 1.3 Deck Reinforcement - Negatif Reinforcement by iwanguna71 is a document available to read on EtoBox.

This document details the structural design calculations for the WWTP – PKU Service Road project in Pekan Baru. It includes reinforcement calculations for negative reinforcement, detailing ultimate moments and shear forces, as well as material properties and dimensions. The flexural reinforcement calculation indicates a moment ultimate of 204 kN.m with a reduction factor of 0.90 and specifies the number of tension rebars required.

Author
iwanguna71
Language
EN