USING UNITED STATES IBC CHAPTER 8:
- Define the following:
a. Shallow Foundation:
b. Expansive Soil:
c. Foundation Drain:
- Describe the situations when a sub-surface investigation forGround-Water table is required and when it can be waived.
- In the absence of a load-bearing test for foundation to bebuilt on a crystalline bedrock, a vertical foundation pressure upto _______ may be used in design.
A. 3000psf                               B. 4000psf                         C. 6000 psf                        D. 12000 psf
- For concrete used in foundation, the specified minimumcompressive strength should be _________. Â
A. 3000psi                                 B. 3500psi                         C. 4000psi                         D. 5000 psi
- For precast pre-stressed deep foundations elements, theconcrete cover must be at least _____ inches.
A. 1.5inches                             B. 2.0inches                      C. 2.5inches                      D. 3.0 inches    Â
      Â
- The minimum depth of a footing placed below undisturbed groundsurface shall be _____ inches.
A. 12inches                               B. 15inches                       C. 18inches                       D. 24 inches
- Code waives the frost protection requirement of foundation fora free-standing building with maximum area of ______.
A. 400 sq.ft.                             B. 600 sq.ft.                      C. 800 sq.ft.                      D. 1000 sq. ft.
- In the absence of design, the width of concrete footingsupporting a 2-story light-frame construction shall be accepted tobe _______.
A. 12inches                               B. 15inches                       C. 18inches                       D. 24 inches
9. The edge thickness of plainconcrete footings supporting walls other than light-frameconstruction shall not     Â
     be less than _______.
A. 6inches                                 B. 8inches                         C. 10inches                       D. 12 inches
          10.  For Type ____ buildings, timber footings areallowed by the code.
    A. TypeII                                       B. TypeIII                           C. TypeIV                           D. Type V