[RC] Moment bearing capacity of T-beam with double reinforcement (Eurocode 2)

In previous post I told in a few about moment bearing capacity of rectangular section. Today I continue my "micropost" tradition and share some my motes for moment bearing capacity for T-shape (see below)

[RC] Moment bearing capacity of rectangular RC section with double reinforcement (Eurocode 2)

In this post I'll write about moment bearing capacity of rectangular RC section with double reinforcement. 

Sometimes in my working practice I need to calculate bearing capacity of existing beams. But the most common aims for RC Eurocode analysis doesn't consist any information for this case. And I try to answer on this question:)

[RC] Reinforcement analyse in bend RC T-shape section (Eurocode 2) [Part 2]

In previous post (link) I presented derivation of flormulas and procedure for rebar calculation T beam in bending. And I write a small programm in Smath Studio. This programm you can download HERE.

[RC] Reinforcement analyse in bend RC T-shape section (Eurocode 2) [Part 1]

In previous articles (link 1, link 2) I showed how you can calculate tension and compress reinforcement in bend rectangular section. In this arcticle I show all formula equations for bend RC T-shape section

[RC] Program for reinforcement analysis of rectangular shape in bending

In previous articles (link1 and link2) I showed how to calculate bottom and top reinforcement in bending rectangular section. And now I create simple program and it can do this analyse more simple. You can even save a report in .docx format with equations (Word)

[RC] Singly and doubly reinfoced concrete rectangular sections analysis formulas (EN 1992-1-1) [Part 2]

Continuing of the previous article of the analysis of bend rectangular RC beam. I write a small programm in Smath Studio. This programm you can download HERE.

[RC] Singly and doubly reinfoced concrete rectangular sections analysis formulas (EN 1992-1-1) [Part 1]

Hello everybody! In all concrete design manuals (EN 1992-1-1) formulas are ready for readers without any deriavation. And formula analsysis are made only for British national annex. But I am interesting in to derive equations for "clean" eurocodes, without any annexes. This will solve any problem with reinforced concrete analysis in future.