Civil Engineering and Economics and Ethics for Professional Engineering ExaminationsHayden Book Company, 1973 - 455 pages |
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Page 252
... structure or reconstructed sewer as shown . Temporarily support and maintain the existing 42 - in . diameter sewers as well as the other existing overhead , surface , and subsurface structures along the route . ( d ) Reconstruct the 42 ...
... structure or reconstructed sewer as shown . Temporarily support and maintain the existing 42 - in . diameter sewers as well as the other existing overhead , surface , and subsurface structures along the route . ( d ) Reconstruct the 42 ...
Page 255
... structure , as described in the first section of this chapter . Problem 6-5 Procedure for constructing two - track underground cut and cover railroad structure ( Fig . 6-5 ) Describe in detail the procedures to be followed in ...
... structure , as described in the first section of this chapter . Problem 6-5 Procedure for constructing two - track underground cut and cover railroad structure ( Fig . 6-5 ) Describe in detail the procedures to be followed in ...
Page 452
... structure ; see Geological explorations Elastic structural design ; bearing plates , 59- 60 cast - iron pipe column ... structure , 316-317 for surface structures , 193 , 195-196 , 199 for tunnel structures , 265-267 , 269-271 , 273-276 ...
... structure ; see Geological explorations Elastic structural design ; bearing plates , 59- 60 cast - iron pipe column ... structure , 316-317 for surface structures , 193 , 195-196 , 199 for tunnel structures , 265-267 , 269-271 , 273-276 ...
Contents
Structural Engineering and Design | 6 |
Geology Soil Mechanics and Foundations | 86 |
Preliminary Surveying and Triangulation | 147 |
Copyright | |
13 other sections not shown
Common terms and phrases
angle annual cost ASTM base beam bending moment bottom bridge Building Code cement chlorine City Building Code cofferdam column compression Compute concentrated load construction cu ft depreciation depth Determine earth pressure elevation engineering equals equivalent annual cost factor of safety FIGURE flange flow footing ft Answer ft-lb ft/sec girder GROUND SURFACE head loss horizontal income investment joints lb per ft lb per sq lb/cu ft length maximum allowable McGraw-Hill Book method minimum P₁ panel point percent pier piles pipe plate Portland cement procedures pump R₁ reinforced concrete reinforced-concrete reinforcing steel reservoir rivets rock salvage value serial designation sewage sewer shearing stress shown sludge soil reaction Solution span sq ft statically determinate Station stress in member structure subgrade supports Taking moments tank tensile stress tension thick timber truss tunnel volume wall weight Wiley & Sons York City York City Building