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Which of the following statement regarding lateral earth pressures is correct?
A. the lateral strain required to fully mobilize the soil passive pressure is considerably
smaller than the lateral strain required to fully mobilize the soil active pressure.
B. the lateral strain required to fully mobilize the soil passive pressure is slightly smaller
than the lateral strain required to fully mobilize the soil active pressure.
C. the lateral strain required to fully mobilize the soil passive pressure is slightly larger
than the lateral strain required to fully mobilize the soil active pressure.
D. the lateral strain required to fully mobilize the soil passive pressure is considerably
larger than the lateral strain required to fully mobilize the soil active pressure. -
ANSWERS-D is correct.
- from general physics knowledge the force it takes to move anything from a complete
standstill will be greater than the force it takes to move something already in motion, this
immediately eliminates A and B.
- looking at the graph you can see that the lateral earth pressure for passive pressure is
at least twice that of active pressure, this eliminates option C.
A bridge footing is to be constructed in sand. The groundwater level is at the ground
surface. The ultimate bearing capacity is based on what type of soil unit weight?
A. Buoyant unit weight
B. Saturated unit weight
C. Dry unit weight
D. Total unit weight -ANSWERS-A is correct.
, - buoyant unit weight is also known as the effective unit weight
- effective unit weight = saturated unit weight - unit weight of water
according to IBC 2018 and applicable quality assurance inspection requirements, which
of the following inspection tasks are required for ASTM A325N high-strength bolts used
in a steel framed structure? (select the two that apply )
A. verification of the magnitude of the clamping force
B. calibration of the torque wrench
C. confirmation that the proper fastener components are used
D. confirmation that the faying surfaces are brought into firm contact during installation
of the bolts
E. confirmation that the bolt installed has an AWS D1.1 certification -ANSWERS-C and
D are correct.
- IBC 2018, section 1705.2.1 (structural steel) states 'special inspections and
nondestructive testing of structural steel elements in buildings, structures, and portions
thereof shall be in accordance with the quality assurance inspection requirements of
AISC 360'
- AISC 360 Chapter N states ' snug-tightened joints are required to be inspected to
ensure that the proper fastener components are used and that the faying surfaces are
brought into firm contact during installation of the bolts.
the figure shows two identical building footings with the same load but constructed in
two different soil types. Which of the following statements is most correct?
A. the long-term settlement for Case I is less than Case II.
B. the long-term settlement for Case II is less than Case I.
C. the long-term settlements are the same for both cases.
D. settlement is not a concern for either case. -ANSWERS-A is correct.
- the long-term settlement for Case I is less than Case II because clay is subject to long-
term settlement.
The most essential criteria for proper soil classification using the Unified Soil
Classification System or the AASHTO Soil Classification System are: