The effective depth of a singly reinforced rectangular beam is 400 mm. The section is over reinforced and the neutral axis is 180 mm below the top. If the maximum stress attained by concrete is 5 n / mm2 and the modular ratio is 18, then the stress developed in the steel will be
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The stress developed in the steel will be 1200 Kg/cm^2
Explanation:
Given data:
Depth of rectangular beam = 400 mm
Natural axis = 180 mm
Maximum stress = 5 n / mm^2
Modular ratio = 18
Solution:
C ÷ t/m = Xu / d - Xu
=> 16 x 50 /12 9 30 - 12)
= 800 / 12 x 18
= 66.66 x 18
t = 1200 Kg/cm^2
Thus the stress developed in the steel will be 1200 Kg/cm^2
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