Civil Engineering PE Practice Exams: Breadth and Depth by Indranil Goswami

By Indranil Goswami

Don't enable the genuine attempt Be Your First Test!

Presented within the Breadth and intensity layout of the particular examination, this accomplished consultant is full of 1000's of lifelike perform questions in response to the rules and perform of Civil Engineering (PE-CIVIL) examination, given by means of the nationwide Council of Examiners for Engineering and Surveying (NCEES). special options, together with equations and diagrams, are supplied for each query. Civil Engineering PE perform Exams bargains extensive try training and is the best better half to Civil Engineering PE All-in-One examination Guide.

COVERS ALL examination subject matters, INCLUDING:

  • Structural: fabrics, member layout, layout standards
  • Geotechnical: soil mechanics, foundations, excavation, seismic matters
  • Water assets and environmental: hydraulics, hydrology, water provide and caliber, wastewater remedy
  • Transportation: potential research, making plans, freeways, multilane highways
  • Construction: scheduling, estimating, quality controls, safety

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Extra info for Civil Engineering PE Practice Exams: Breadth and Depth

Example text

Diameter spiral with pitch of 3 in. ) is most nearly: A. B. C. D. 13 14 16 17 223 What is the maximum shear (k) in a simple span bridge (L = 125 ft) due to AASHTO HL-93 loading (unfactored) occupying a single lane? A. 65 B. 76 C. 107 D. 119 224 A system of regularly spaced rectangular timber beams supports a floor as shown below. 5 × 106 psi. Beams are 2 in. × 10 in. 5 in. 25 in. dressed size). Beams have a simple span of 14 ft. The floor load is 55 psf. ) between beams is most nearly: A. 16 B.

201 A reinforced-concrete beam (15-in. wide × 28-in. deep) has a clear span of 24 ft, as shown in the diagram below. -wide bearing walls, as shown. 4 k/ft and the live load = 4 k/ft. Use fc′ = 5,000 psi; fy = 60,000 psi. 2) of the beam is most nearly: A. 45 B. 20 C. 50 D. ) of U-shaped no. 4 stirrups at the critical section is most nearly: A. 3 B. 5 C. 7 D. 9 203 A single-story steel frame is shown below. The connection between columns and beam may be assumed to be simple shear connections. Loads shown are factored loads (LRFD).

8,600 D. 9,000 139 An embankment is to be constructed by placing fill in a 300-ft-long section of a site. Areas of fill sections 50 ft apart are shown in the following table. 00 is most nearly: A. 8,060 B. 8,940 C. 16,100 D. 34 140 The tasks within a project, and their duration and cost data are shown below. Both normal completion time and crashed completion time (by allocating additional resources) are shown in the table. The activity on arrow representation of the project is also shown below.

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