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.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![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 de = 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'.
O
L
P
d
Prestressing Tendon
14
b
Section x - x'
I a
2](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F14736f7d-f3a0-4e0c-aa2d-52960026dfab%2F0aafb095-9028-459d-952a-bd0585096f34%2Fak3g3h8_processed.jpeg&w=3840&q=75)
Transcribed Image Text: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 de = 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'.
O
L
P
d
Prestressing Tendon
14
b
Section x - x'
I a
2
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