
SM UNIT 3
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University
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Practice Problem
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Hard
ASWINI R.K.
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10 questions
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1.
MULTIPLE CHOICE QUESTION
30 sec • 2 pts
Contact pressure is between __________
base of footing and underlying soil mass
wall and column
slab and wall
wall and beam
2.
MULTIPLE CHOICE QUESTION
30 sec • 2 pts
Contact pressure is the ratio of ___________
area to normal load
normal load to tangential load
tangential load to normal load
normal load to true contact area
3.
MULTIPLE CHOICE QUESTION
30 sec • 2 pts
Contact pressure can be called scratch hardness only in case of __________
elastic contact
semi-elastic contact
plastic contact
semi-plastic contact
4.
MULTIPLE CHOICE QUESTION
30 sec • 2 pts
The following diagram represents the contact pressure of __________
real elastic material
intermediate soil
cohesionless soil
gravel
5.
MULTIPLE CHOICE QUESTION
30 sec • 2 pts
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 m2
2.5 m2
3 m2
3.5 m2
6.
MULTIPLE CHOICE QUESTION
30 sec • 2 pts
If a footing has a dimension of 1m*1m and load transfer of 20 kN, then the contact pressure is _______________
20 kN/m2
30 kN/m2
50 kN/m2
70 kN/m2
7.
MULTIPLE CHOICE QUESTION
30 sec • 2 pts
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.
51kN/m2
54 kN/m2
80 kN/m2
12kN/m2
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