The below figure represents a section of a pre- stressed beam. For a no-tension design where o is the permissible stress in concrete, the total moment carrying capacity is (a) (c) d/2 bo o 6 d/2 bo-oo 3 b (b) (d) bd² oc 4 bd'a 12

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Chapter5: Beams
Section: Chapter Questions
Problem 5.2.1P
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The below figure represents a section of a pre-
stressed beam. For a no-tension design where a
is the permissible stress in concrete, the total
moment carrying capacity is
(a)
(c)
d/2
bd²
6
d/2
bd²oc
3
-b-
(b)
(d)
bd² oc
4
bd²a
12
Transcribed Image Text:The below figure represents a section of a pre- stressed beam. For a no-tension design where a is the permissible stress in concrete, the total moment carrying capacity is (a) (c) d/2 bd² 6 d/2 bd²oc 3 -b- (b) (d) bd² oc 4 bd²a 12
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