Ebook Download Civil PE Practice Exam: Breadth Exam Version B
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Civil PE Practice Exam: Breadth Exam Version B
Ebook Download Civil PE Practice Exam: Breadth Exam Version B
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Please visit our website at PEprepared.com for video workshops, course notes, test strategies, tips, and other free resources! PE Prepared has the following practice exams available for purchase: Breadth Exam Version A Breadth Exam Version B Breadth Exam Version C Water Resources Depth Exam Version A Water Resources Depth Exam Version B Construction Depth Exam Version A Geotechnical Depth Exam Version A California Civil Seismic Principles Version A You are going to pass!
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Product details
Paperback: 48 pages
Publisher: CreateSpace Independent Publishing Platform (July 10, 2016)
Language: English
ISBN-10: 1534889841
ISBN-13: 978-1534889842
Product Dimensions:
8.5 x 0.1 x 11 inches
Shipping Weight: 5.1 ounces (View shipping rates and policies)
Average Customer Review:
4.4 out of 5 stars
9 customer reviews
Amazon Best Sellers Rank:
#72,660 in Books (See Top 100 in Books)
Overall I thought the questions were very good and were similar to the questions I had the first time I took the PE. There are a few mistakes and required clarifications though. Q.115: If the two far left members are zero, then the middle bottom member must be zero to satisfy the sum of the forces in the horizontal direction at that nearby joint. So the answer should be (D) 3. Q.117: The answer could easily be argued for (D) since half the load combinations in ASCE 7 have the Dead Load factor greater than the Live Load factors. Q.123: The answer assumed the circular channel is half full when in fact the questions shows 1 foot depth with a 3 foot diameter. The hydraulic radius that I came up with for the circular channel is 0.54 ft which means the answer is (C) instead of (B). Q.133 This question does not give any information for the area of the permeameter. I assumed it to be square based on the 90 degree angles but the answer assumes it to be circular. Q.137 The wording in this question needs to be more specific. Is the excavation to be filled 150 cubic yards? Is the fill material currently compacted? Q.140 requires the Manual on Uniform Traffic Control Devices which is not included on the list of reference materials for the morning session of the exam.
Other study books I used to prepare for the PE were far more or far less difficult than the actual exam. This practice exam was a good balance.
I bought all versions of this book and they were great. Realistic questions that you will see on the test. There were at least three questions on the exam that were identical. Buy other books that go a little more in depth and then use these books as a timed practice test.I passed on the first time and am by no means the smartest guy in a room. Do your research, take practice tests, and walk in confident. These books are a must have
Problem types are similar to what can be expected on the exam. It took me about 2hours to finish this and scored a 70%, when I took the actual exam it took me 3hours. I think the actual exam was slightly more challenging in that the problem statements were not as straight forward or were a little more difficult to interpret.
Overall, has several good problems that you would expect to see on the exam. However, the company needs to step up their proofing. There are several numerical errors scattered around the book that result in the user getting slightly different results. Would give it a higher rating if this wasn't an issue
Excellent questions that are very similar in format and difficulty to what is found on the actual PE breadth exam. This book is also great as a timed practice exam.
By far the most realistic exam for the PE exam. This book and the version A book was tremendous during test day and it helped me pass my first try!
Very helpful and was an accurate reflection of the actual test.
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