A prismatic cantilever prestressed concrete beam ofspan length, L = 1.5 m has one straight tendon placedin the cross-section as shown in the following figure(not to scale). The total prestressing force of 50 kNin the tendon is applied at de = 50 mm from thetop in the cross-section of width. b = 200 mm anddepth, d = 300 mm.If the concentrated load, P = 5 kN, Find the resultantstress (in MPa, in integer) experienced at point 'Q'.OLPdPrestressing Tendon14bSection x - x'I a2

Given- Span Length L=1.5 mPrestressing force Po=50 kNdc=50 mmb=200 mmd=300 mmP=5 kNResultant stress…

A prismatic cantilever prestressed concrete beam of span length, L = 1.5 m has one straight tendon placed in the cross-section as shown in the following figure (not to scale). The total prestressing force of 50 kN in the tendon is applied at dc = 50 mm from the top in the cross-section of width. b = 200 mm and depth, d = 300 mm. If the concentrated load, P = 5 kN, Find the resultant stress (in MPa, in integer) experienced at point 'Q'. Q L ➜X P Prestressing Tendon b Section x - x' Id.

A prismatic cantilever prestressed concrete beam of span length, L = 1.5 m has one straight tendon placed in the cross-section as shown in the following figure (not to scale). The total prestressing force of 50 kN in the tendon is applied at dc = 50 mm from the top in the cross-section of width. b = 200 mm and depth, d = 300 mm. If the concentrated load, P = 5 kN, Find the resultant stress (in MPa, in integer) experienced at point 'Q'. Q L ➜X P Prestressing Tendon b Section x - x' Id.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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