Download Civil Discipline-Specific Review for the FE EIT Exam by Robert Kim MSCE PE, Thomas A. Spriggs MSCE, Michael R. PDF

By Robert Kim MSCE PE, Thomas A. Spriggs MSCE, Michael R. Lindeburg PE

The Civil Discipline-Specific evaluate is designed to offer you the simplest guidance for the civil part of the FE examination. sixty one perform difficulties plus 4-hour afternoon perform checks complement your research regime and assist you examine your readiness for the examination. when you are taking the civil component of the FE examination, Civil Discipline-Specific assessment provides you with the targeted perform and coaching you want to pass.Topics lined building administration Environmental Engineering Hydraulics & Hydrologic platforms fabrics Soils Mechanics & Foundations Structural research Structural layout Surveying Transportation _____________________________Since 1975 greater than 2 million humans getting ready for his or her engineering, surveying, structure, LEED®, inside layout, and panorama structure tests have entrusted their examination prep to PPI. for additional information, stopover at us at www.ppi2pass.com.  

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A saturated sample of undisturbed clay has a wet mass of 318 kg. 193 m", The soil has a dry mass of 204 kg. What is the specific gravity of the soil? 20. Assuming that the clay layer lies between two sand layers, the total amount of settlement after 1 yr is most nearly (A) (B) _ em em em ern 21. 65 (D) 290 25. A concrete basement wall extends below the water table as shown in the following illustration. <:1 •. 3 cm ...... "p <> 22. The base of a 2 ill wide continuous footing is 1 m below the ground surface.

Is Praltiu Exam1 Problems 13 and 14 are based on the following information. A housing development has a population of 20000 people. The average sewage flow for the development is 8000 m'/d. impermeable upstream dam H, 13. The estimated minimum sewage flow for this housing development is most nearly soil (A) 2000 m'ld (B) 2600 m'ld (C) 4000 m'ld (D) 6000 m3/d I' impermeable 14. The estimated peak sewage flow for this housing development is most nearly 17. The rate of flow per lineal meter of dam width is most nearly (D) 15.

Q111 Procti,e Problems d ( (60 k- ~) k') (02 ~) dk = 60 m'. 0% PVI ~ st. 87 +00 == 743 m '2 veh-hr Problem 36 150 veh/mi The low point station Substituting k = 150 veh/rni into the traffic flow rela- mi) = (60 ::) ~ ~6% PVJ elevation tionship gives q = ( 60 hr tion of a vertical sag curve. 2 --mi') veh-hr for the vertical curve sbown is located at (A) sta 78+55 (B) sta 87+00 (C) sta 87+44 (D) sta 91+00 Solution ( 150- veh)2 In L 8 sta PVC = PVl - - = sta 87+00 - -2 2 = sta 83+00 = 4500 veh/hr The answer is C.

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