About this document
Beam Design Calculations for Levels by peach is a document available to read on EtoBox.
This document summarizes the design of longitudinal reinforcement for the second floor and roof level beams of a structure. At the discontinuous end, midspan, and continuous support locations of the second floor beams, the moment capacity was calculated to exceed the factored moment. The beams were designed as singly reinforced. The required and provided reinforcement ratios were within acceptable limits. For the roof level beams at the discontinuous end and midspan, a similar analysis was performed and
- Author
- peach
- Language
- EN