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APPENDIX V - CONTINUED - 14071_491
APPENDIX VI - CONTINUED - 14071_494

Engineering Aid 2 - Intermediate Structural engineering guide book
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APPENDIX VI ANSWERS NOTE: This  appendix  provides  answers  to  the  review  questions  found  at  the end of each chapter of this TRAMAN. When a question was drawn from a source other than this TRAMAN, the reference source is included with the answer. Chapter 1 A1. Footing abutment, pile abutment, and concrete abutment. A2. The numbers of rows of piles. A bent has one row of piles; a pier has two or  more  rows. A3.  Foundation  bed,  footing,  and  foundation  wall. A4. A sheet pile. A5.  A  mole. A6. The W12 x 50  wide  flange  shape.  Because  it  has  a  greater  cross-sectional area. A7. The type of construction that uses masonry walls to support floor and roof  loads. A8. According to Steelworker 3 &2, NAVEDTRA 10653-G, page 12-10, girts are used primarily as attachment members for the metal siding. Chapter  2 A1. The transmission system and the distribution system. A2.  The  radial  distribution  system. A3.  To  step  down  primary  voltage  to  utilization  level. A4. On a crossarm or spool rack located below the primary mains. A5.  When  they  are  shown  to  be  more  economical  or  when  special circumstances warrant the use of concrete poles. A6. Number size, type, voltage, and location. A7. The level of underground water that has collected over an impervious stratum. A8. Water quantity, reliability, and quality. A9. NEVER. Water distribution and sewage collection piping must always be separated. A10. To pump sewage from a lower level to a higher level because gravity flow is no longer possible or practical at the lower level. Chapter  3 A1. (A) Traveled way, (B) shoulder, (C) crown, (D) base course, (E) subbase course, (F) surface or surface course. AVI-1







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