## Practice Problems for the Civil Engineering PE Exam: A Companion to the Civil Engineering Reference ManualBuild your confidence and improve your problem-solving skillsMore than 500 problems, similar in format and difficulty to the actual examCoordinated with the chapters in the new edition of the Civil Engineering Reference ManualStep-by-step solutions explain of how to reach the correct answer most efficientlyOver 20 new problems based on the updated structural design standards. |

### From inside the book

Results 1-3 of 72

Page 19-13

A Companion to the Civil Engineering Reference Manual Michael R. Lindeburg. (

b) v2 = % = 115 sec _ = 5.04

32 2 s^J

...

A Companion to the Civil Engineering Reference Manual Michael R. Lindeburg. (

b) v2 = % = 115 sec _ = 5.04

**ft**/sec A (3.8**ft**) (6**ft**) From Eq. 19.94, ( ( 15.97 <2> (32 2 s^J

**ft**y \ [ (5.04 ' 3.8**ft**+ ^ sec / V (2>(32'2S?) 0.97**ft**(**ft**-lbf/lbm) The**answer**is...

Page 20-16

13308 The drawdown is 200 ft - 194 ft = 6

capacity pump, so the efficiency will be lower. Assume a pump efficiency of 0.65.

From Table 18.5, the hydraulic horsepower is P = hAV(SG) 8.814 (100 ft + 20 ft) ...

13308 The drawdown is 200 ft - 194 ft = 6

**ft The answer**is (B). (e) This is a low-capacity pump, so the efficiency will be lower. Assume a pump efficiency of 0.65.

From Table 18.5, the hydraulic horsepower is P = hAV(SG) 8.814 (100 ft + 20 ft) ...

Page 74-30

(c) overlap = (0.40)(12 in) ^558 2678

in) K) 5356

scale 0.54 in 1 in scale = 1680 ft 907.2 ft map distance real distance 5.68 in ...

(c) overlap = (0.40)(12 in) ^558 2678

**ft The answer**is (C). (d) sidelap = (0.80) (12in) K) 5356

**ft The answer**is (D). (h) real distance The answer is (A). map distancescale 0.54 in 1 in scale = 1680 ft 907.2 ft map distance real distance 5.68 in ...

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### Contents

Probability and Statistical Analysis | 11-1 |

Numerical Analysis 121 | 11-13 |

Water Resources | 11-19 |

Copyright | |

44 other sections not shown

### Other editions - View all

Practice Problems for the Civil Engineering PE Exam: A Companion to the ... Michael R. Lindeburg No preview available - 2011 |

Practice Problems for the Civil Engineering PE Exam: A Companion to the ... Michael R. Lindeburg No preview available - 2008 |

### Common terms and phrases

40 kips A36 steel AASHTO ACI 318 App AISC Manual allowable Assume axial bars basic shape beam bolt Calculate centroid coefficient column compression concrete curve Customary U.S. Solution dead load deflection depth Determine diagram diameter distance elevation equation Exam factor factor of safety flange flow rate footing force friction ft The answer ft-kips ft-lbf ft/sec gal/min given by Eq horizontal kips kips The answer kips/ft kips/in2 KxLx lbf/ft2 lbf/in2 lbm/day length live load meq/L mg/L as CaC03 mi/hr minimum modulus nearly parallel axis theorem pcph pipe PRACTICE PROBLEMS pressure psig pump ratio reaction reinforcement schedule-40 section is tension shear strength shear stress slab soil Solution Using ACI solve speed steel step Table tensile tension controlled thickness velocity vertical volume weight weld width