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 www.ppi2pass.com.
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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.