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

By Indranil Goswami

Don't permit the true try Be Your First Test!

Presented within the Breadth and intensity layout of the particular examination, this finished advisor is stuffed with 1000's of sensible perform questions in accordance with the foundations and perform of Civil Engineering (PE-CIVIL) examination, given by way of the nationwide Council of Examiners for Engineering and Surveying (NCEES). exact suggestions, together with equations and diagrams, are supplied for each query. Civil Engineering PE perform Exams bargains extensive try instruction and is the suitable spouse to Civil Engineering PE All-in-One examination Guide.

COVERS ALL examination issues, INCLUDING:

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

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Additional resources for Civil Engineering PE Practice Exams: Breadth and Depth

Example text

The design capacity (k) of the column is most nearly: A. 360 B. 425 C. 465 D. 530 210 The propped cantilever beam shown below carries a point load P. The beam is a W18 × 86 section. Assume Fy = 50 ksi and Fu = 70 ksi. The magnitude of the load P (k) that would cause collapse of the beam by plastic hinge formation is most nearly: A. B. C. D. 210 256 388 775 211 The singly symmetric I-shaped section shown below is fabricated from A36 steel. The plastic moment capacity (k-ft) of the built-up section is most nearly: A.

The allowable soil pressure is 3,500 lb/ft2. 2. The footing experiences the following service loads (concentric) from the 14-in. × 14-in. ), based on punching shear is most nearly: A. 15 B. 18 C. 21 D. 24 218 A bridge deck is carried by two suspension cables. The total deck load is equally transferred to the cables by vertical hangers spaced every 6 ft. 2 k/ft. The maximum tension in the cable (ton) is most nearly: A. 200 B. 270 C. 360 D. 410 219 A sawn rectangular timber beam (Douglas Fir, 6 in.

2. The footing experiences the following service loads (concentric) from the 14-in. × 14-in. ), based on punching shear is most nearly: A. 15 B. 18 C. 21 D. 24 218 A bridge deck is carried by two suspension cables. The total deck load is equally transferred to the cables by vertical hangers spaced every 6 ft. 2 k/ft. The maximum tension in the cable (ton) is most nearly: A. 200 B. 270 C. 360 D. 410 219 A sawn rectangular timber beam (Douglas Fir, 6 in. × 10 in. nominal section) has a simple span (L) of 20 ft and supports a live load of 125 lb/ft and a dead load of 150 lb/ft.

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