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 overview is designed to provide you the simplest instruction for the civil element of the FE examination. sixty one perform difficulties plus 4-hour afternoon perform checks complement your research regime and assist you check your readiness for the examination. while you're taking the civil element of the FE examination, Civil Discipline-Specific evaluation offers you the centred perform and education you must pass.Topics coated development 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  

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The reduction of area is 80%. 61 x 100% = 161% (160%) The answer is D. 4 1. The value of ¢ is most nearly y 110,11) 3, A boundary and traverse line bordering an irregular area are shown. 2m I I I x 13°09'07/1 23°27'53/1 (e) 36°52'12/1 (D) 53°07'48/1 (A) (B) I traverse line~ 5m 5m Using Simpson's 2. 33. 3 I. 33 6 = 11<'21'35'1 Problems 4 and 5 arc based on the following information. EC BC R R R A back tangent with a 7% grade meets a forward tangent with a -5% grade on a vertical alignment. 0 m. 4.

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. A river has a continuous water flow of 10 m'ls between two bridges that are 1000 m apart. At bridge A, upstream, the river has a cross-sectional area of 150 m", while at bridge B, downstream, the river has a crosssectional area of 100 m2.

25 =3 5m ,I Al VlkN) A, Ibljin2 40,000 20in 5m ~p~ 15kN LAV ~ = I• Solution One V'lay to determine the answer to this problem is to construct a shear diagram. The change in shear is the area under the applied loading. Although a moment diagram is not required for this problem, it follows that the change in moment is the area under the shear diagram, so a moment diagram is usually included. 0125 As can be seen: the maximum value of vertical shear is 25 kN at support C. The answer is C. In an actual design and analysis situation.

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