Civil Engineering Archives - Page 2 of 2

Compare these moments to those of part (a). c) Design a rectangular section for the entire beam using the moments from part (b). d) Draw influence lines for shear at critical sections and determine the maximum shear at each section using only full-span loading.

Posted on November 18, 2022 by Assessments

Design a rectangular beam continuous over three spans as shown in the accompanying figure. The live load is 2.4 kips/ft, and the superimposed dead load is 1.6 kips/ft in addition to the beam weight. Supports are 16″ wide. Assume fic = 4,000 psi, and f1= 60,000 psi. a) Is ACI simplified method of analysis for […]

rovide calculations to support your recommendation to purchase the used TBM. Also, provide a written recommendation summarizing your analysis and what adjustment in the schedule and associated in school need to be made to get the used machine on site and working.

Posted on November 16, 2022 by Assessments

Develop a construction estimate based on the following Items: 1. Tunneling a. A TBM costs $15,000,000 to purchase and mobilize on site b. Each Tunneling Contract will require its own TBM c. A tunneling crew costs $965.50 per hour d. As the result of the varying geotechnical conditions the production rates for the TBMs for […]

Is recirculation feasible with pre- and post-digested manure? What would be some handling considerations and how does that affect energy and materials usage ?

Posted on November 10, 2022 by Assessments

1) The composition of dairy manure is significantly different in as raw and anaerobically digested. Consider a dairy farm in central Pennsylvania with 1300 cows that also accepts oils and grease from local restaurants into its digester. Answer the following questions: a.How much dilution water must be added to the pre-and post-digestion dairy manure to […]

Determine:The theoretical mixture proportions of all concrete constituents based on 1 yd3 of concrete on an oven dry basis for aggregates.

Posted on November 7, 2022 by Assessments

Concrete is required for a sidewalk in NJ. A specified compressive strength, fc, of 3800 psi is required at 28 days using an ASTM C 150 Type I portland cement. The design calls for a minimum of 2 in. of concrete cover over the reinforcing steel. The minimum distance between reinforcing bars is 3 in. […]

Determine the difference in the predicted settlements based on two approaches. One approach is based on Cone Penetration Testing (CPT) data which was developed by John Schmertmann and the other is based on Pressuremeter (PMT) testing that was developed by Jean-Louis Briaud.

Posted on October 25, 2022 by Assessments

Determine the difference in the predicted settlements based on two approaches. One approach is based on Cone Penetration Testing (CPT) data which was developed by John Schmertmann and the other is based on Pressuremeter (PMT) testing that was developed by Jean-Louis Briaud. Testing was conducted at the location shown in the Google Earth Image given […]

Determine whether the specific surface area measured in the experiment for the tested Portland cement is in agreement with tested valuereported for the tested cement.

Posted on September 24, 2022 by Assessments

Determine whether the specific surface area measured in the experiment for the tested Portland cement is in agreement with tested valuereported for the tested cement.

Research the 2005 fire at the Patrick Air Force Base Officers’ Club. Write a short description of the incident to include the cause of the fire, the amount of damage, and measures that could have been used to prevent the fire.

Posted on June 4, 2021 by Ambrose

Patrick Air Force Base Officers’ Club Part A. Research the 2005 fire at the Patrick Air Force Base Officers’ Club. Write a short description of the incident to include the cause of the fire, the amount of damage, and measures that could have been used to prevent the fire. Part B. Material Storage and Handling. […]

Essay Quoll

Category: Civil Engineering

Compare these moments to those of part (a). c) Design a rectangular section for the entire beam using the moments from part (b). d) Draw influence lines for shear at critical sections and determine the maximum shear at each section using only full-span loading.

rovide calculations to support your recommendation to purchase the used TBM. Also, provide a written recommendation summarizing your analysis and what adjustment in the schedule and associated in school need to be made to get the used machine on site and working.

Is recirculation feasible with pre- and post-digested manure? What would be some handling considerations and how does that affect energy and materials usage ?

Determine:The theoretical mixture proportions of all concrete constituents based on 1 yd3 of concrete on an oven dry basis for aggregates.

Determine the difference in the predicted settlements based on two approaches. One approach is based on Cone Penetration Testing (CPT) data which was developed by John Schmertmann and the other is based on Pressuremeter (PMT) testing that was developed by Jean-Louis Briaud.

Determine whether the specific surface area measured in the experiment for the tested Portland cement is in agreement with tested valuereported for the tested cement.

Research the 2005 fire at the Patrick Air Force Base Officers’ Club. Write a short description of the incident to include the cause of the fire, the amount of damage, and measures that could have been used to prevent the fire.