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State the term- friction in tendon
Considerable frictional loss takes place due to friction between the tendon and the material surrounding it, namely the concrete or the sheathing. Loss due to friction may be classified as below.
(a) loss due to length effect, and
(b) loss due to curvature effect.
advantage and disadvantage of concrete
Design for the limit state of collapse in bending Following assumptions are taken in the design for the limit state of collapse in bending or flexure. Plane sections norm
Supplementary or Untensioned Reinforcement It is that reinforcement, provided in prestressed concrete member, which is not provided in a stretched condition like tendons.
1
Theorem of three moments: You have been introduced to the analysis of one of the important class of structures, namely Statically Indeterminate Structures. You have been intro
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Q. Corner reinforcement for concrete pavement? Let's consider a panel of concrete slab without any load transferring devices at it edges. When concrete panel is subjected to tr
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