Lecture 12 Flexural Analysis and Design of T & L Beams

T & L Beams
With the exception of pre-cast systems, reinforced concrete floors, roofs, decks, etc., are almost always kept monolith.
Beam stirrups and bent bars extend up into the slab.
It is evident, therefore, that a part of the slab will act with the upper part of the beam to resist longitudinal compression.
The slab forms the beam flange, while a part of the beam projecting below of the slab forms is called the “web” or “stem”.

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