In a pre-stressed concrete beam section shown in the figure, the net loss is $10 \%$ and the final prestressing force applied at $X$ is $750 \mathrm{kN}$. The initial fiber stresses (in $\mathrm{N} / \mathrm{mm}^{2}$ ) at the top and bottom of the beam were:
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(A) 4.166 and 20.833
(B) -4.166 and -20.833
(C) 4.166 and -20.833
(D) -4.166 and 20.833
(A) 4.166 and 20.833
(B) -4.166 and -20.833
(C) 4.166 and -20.833
(D) -4.166 and 20.833
Question ID - 156187 | SaraNextGen Top Answer In a pre-stressed concrete beam section shown in the figure, the net loss is $10 \%$ and the final prestressing force applied at $X$ is $750 \mathrm{kN}$. The initial fiber stresses (in $\mathrm{N} / \mathrm{mm}^{2}$ ) at the top and bottom of the beam were:
(A) 4.166 and 20.833
(B) -4.166 and -20.833
(C) 4.166 and -20.833
(D) -4.166 and 20.833
In a pre-stressed concrete beam section shown in the figure, the net loss is $10 \%$ and the final prestressing force applied at $X$ is $750 \mathrm{kN}$. The initial fiber stresses (in $\mathrm{N} / \mathrm{mm}^{2}$ ) at the top and bottom of the beam were:
(A) 4.166 and 20.833
(B) -4.166 and -20.833
(C) 4.166 and -20.833
(D) -4.166 and 20.833
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