Question
a.
\(τ_{xz}=\frac{2Q}{xzsinθcosθ} \)
b.
\(τ_{xz}=\frac{2Qxz^2}{π(x^2+z^2)^2} \)
c.
\(τ_{xz}=\frac{2Qx^3}{π(x^2+z^2)^2} \)
d.
\(τ_{xz}=\frac{2Qx^2 z}{π(x^2+z^2)^2} \)
Interact with the Community - Share Your Thoughts
Uncertain About the Answer? Seek Clarification Here.
Understand the Explanation? Include it Here.
Q. The shear stress component in xz-plane in Cartesian coordinates for horizontal line load is ___________
Similar Questions
Explore Relevant Multiple Choice Questions (MCQs)
Q. The stress component in x-direction on a horizontal plane in Cartesian coordinates for horizontal line load is ___________
View solution
Q. The relation between the shear stress component in xz-plane in Cartesian coordinates and polar coordinates for vertical line load is ___________
View solution
Q. The relation between the stress component in z-direction on a horizontal plane in Cartesian coordinates and polar coordinates for vertical line load is ___________
View solution
Q. The relation between the stress component in x-direction on a horizontal plane in Cartesian coordinates and polar coordinates for vertical line load is ___________
View solution
Q. The compatibility equation in terms of stress components in polar coordinates are given by ____________
View solution
Q. The equilibrium equation in polar coordinates is given by _____________
View solution
Q. If the footing is flexible, then the distribution pressure is uniform.
View solution
Q. For a saturated clay, the theoretical intensity of contact pressure at the centre is________
View solution
Q. If a footing has a dimension of 1m*1m and load transfer of 20 kN, then the contact pressure is _______________
View solution
Q. 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?
View solution
Q. If a UDL of 70 kN/m² is acting at a rectangular area of 25 m², then the contact pressure is _______
View solution
Q. If the contact pressure is 14 kN/m², then find the load for 50 m².
View solution
Q. Find the depth z for a uniformly loaded circular area of 80 kN/m² load and radius of 50m. k=0.9160.
View solution
Q. Find the load at depth 10m for a uniformly loaded circular area of radius 1000m. k=1. The vertical pressure σz is 80 kN/m².
View solution
Q. Contact pressure can be called scratch hardness only in case of __________
View solution
Q. Contact pressure is the ratio of ___________
View solution
Q. Contact pressure is between __________
View solution
Q. Find the influence factor for the vertical pressure at depth 5m for a uniformly loaded circular area of 80 kN/m² load and radius of 1m.
View solution
Q. Find the vertical pressure at depth 5m for a uniformly loaded circular area of 80 kN/m² load and radius of 5m.
View solution
Q. For a uniformly loaded rectangular area, the Newmark’s influence factor given by ___________
View solution
Recommended Subjects
Are you eager to expand your knowledge beyond Geotechnical Engineering? We've handpicked a range of related categories that you might find intriguing.
Click on the categories below to discover a wealth of MCQs and enrich your understanding of various subjects. Happy exploring!
