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Total Questions : 189 | Page 18 of 19 pages
Question 171. The Westergaard’s influence factor is given by _____________
  1.    \(K_W=\frac{1}{π\left[1+2(\frac{r}{z})^2 \right]^\frac{3}{2}} \)
  2.    \(K_W=\frac{Q}{z^2} \)
  3.    \(K_W=\frac{1}{π\left[1+2(\frac{r}{z})^2 \right]^\frac{5}{2}} \frac{Q}{z^2} \)
  4.    \(K_W=\frac{1}{π\left[1+2(\frac{r}{z})^2 \right]^3}\frac{Q}{z^2} \)
 Discuss Question
Answer: Option A. -> \(K_W=\frac{1}{π\left[1+2(\frac{r}{z})^2 \right]^\frac{3}{2}} \)
Answer: (a).\(K_W=\frac{1}{π\left[1+2(\frac{r}{z})^2 \right]^\frac{3}{2}} \)
Question 172. For a uniformly loaded rectangular area, the Newmark’s influence factor given by ___________
  1.    \(K= \left[\frac{20.20.4\sqrt{(0.2^2+0.4^2+1)}}{0.2^2+0.4^2+0.2^2 0.4^2+1}*\frac{0.2^2+0.4^2+2}{0.2^2+0.4^2+1}+tan^{-1}\frac{20.20.4\sqrt{(0.2^2+0.4^2+1)}}{0.2^2+0.4^2+0.2^2 0.4^2+1}\right] \)
  2.    \(K= \frac{1}{4π} \left[\frac{20.20.4\sqrt{(0.2^2+0.4^2+1)}}{0.2^2+0.4^2+0.2^2 0.4^2+1}*\frac{0.2^2+0.4^2+2}{0.2^2+0.4^2+1}+tan^{-1}\frac{20.20.4\sqrt{(0.2^2+0.4^2+1)}}{0.2^2+0.4^2+0.2^2 0.4^2+1}\right] \)
  3.    \(K= \frac{1}{4π}\)
  4.    \(K= \frac{q}{4π} \left[\frac{20.20.4\sqrt{(0.2^2+0.4^2+1)}}{0.2^2+0.4^2+0.2^2 0.4^2+1}*\frac{0.2^2+0.4^2+2}{0.2^2+0.4^2+1}+tan^{-1}\frac{20.20.4\sqrt{(0.2^2+0.4^2+1)}}{0.2^2+0.4^2+0.2^2 0.4^2+1}\right] \)
 Discuss Question
Answer: Option B. -> \(K= \frac{1}{4π} \left[\frac{20.20.4\sqrt{(0.2^2+0.4^2+1)}}{0.2^2+0.4^2+0.2^2 0.4^2+1}*\frac{0.2^2+0.4^2+2}{0.2^2+0.4^2+1}+tan^{-1}\frac{20.20.4\sqrt{(0.2^2+0.4^2+1)}}{0.2^2+0.4^2+0.2^2 0.4^2+1}\right] \)
Answer: (b).\(K= \frac{1}{4π} \left[\frac{20.20.4\sqrt{(0.2^2+0.4^2+1)}}{0.2^2+0.4^2+0.2^2 0.4^2+1}*\frac{0.2^2+0.4^2+2}{0.2^2+0.4^2+1}+tan^{-1}\frac{20.20.4\sqrt{(0.2^2+0.4^2+1)}}{0.2^2+0.4^2+0.2^2 0.4^2+1}\right] \)
Question 173. The Westergaard’s equation is given by ___________
  1.    \(σ_z=\frac{1}{\left[1+2(\frac{r}{z})^2 \right]^\frac{3}{2}} \)
  2.    \(σ_z=\frac{1}{2\left[1+2(\frac{r}{z})^2 \right]^\frac{3}{2}} \)
  3.    \(σ_z=\frac{1}{π\left[1+2(\frac{r}{z})^2 \right]^\frac{3}{2}}\frac{Q}{z^2} \)
  4.    \(σ_z=\frac{1}{π\left[1+2(\frac{r}{z})^2 \right]^\frac{3}{2}} \)
 Discuss Question
Answer: Option C. -> \(σ_z=\frac{1}{π\left[1+2(\frac{r}{z})^2 \right]^\frac{3}{2}}\frac{Q}{z^2} \)
Answer: (c).\(σ_z=\frac{1}{π\left[1+2(\frac{r}{z})^2 \right]^\frac{3}{2}}\frac{Q}{z^2} \)
Question 174. Find the vertical pressure at depth 5m for a uniformly loaded circular area of 80 kN/m² load and radius of 5m.
  1.    51.72 kN/m²
  2.    54.12 kN/m²
  3.    78.325 kN/m²
  4.    12.24 kN/m²
 Discuss Question
Answer: Option A. -> 51.72 kN/m²
Answer: (a).51.72 kN/m²
Question 175. Find the depth z for a uniformly loaded circular area of 80 kN/m² load and radius of 50m. k=0.9160.
  1.    2m
  2.    4m
  3.    25m
  4.    50m
 Discuss Question
Answer: Option C. -> 25m
Answer: (c).25m
Question 176. If the contact pressure is 14 kN/m², then find the load for 50 m².
  1.    500kN
  2.    600kN
  3.    700kN
  4.    800kN
 Discuss Question
Answer: Option C. -> 700kN
Answer: (c).700kN
Question 177. The contact pressure of a footing was found to be 85 kN/m² for a load of 212.5 kN. What will be the contact area?
  1.    1 m²
  2.    2.5 m²
  3.    3 m²
  4.    3.5 m²
 Discuss Question
Answer: Option B. -> 2.5 m²
Answer: (b).2.5 m²
Question 178. If a footing has a dimension of 1m*1m and load transfer of 20 kN, then the contact pressure is _______________
  1.    20 kN/m²
  2.    30 kN/m²
  3.    50 kN/m²
  4.    70 kN/m²
 Discuss Question
Answer: Option A. -> 20 kN/m²
Answer: (a).20 kN/m²
Question 179. If a UDL of 70 kN/m² is acting at a rectangular area of 25 m², then the contact pressure is _______
  1.    51kN/m²
  2.    54 kN/m²
  3.    80 kN/m²
  4.    70 kN/m²
 Discuss Question
Answer: Option D. -> 70 kN/m²
Answer: (d).70 kN/m²
Question 180. For a saturated clay, the theoretical intensity of contact pressure at the centre is________
  1.    q
  2.    q/2
  3.    ¾ q
  4.    q/3
 Discuss Question
Answer: Option B. -> q/2
Answer: (b).q/2

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