DIRECTIONS: Answer the following questions with short, complete statements or drawings as needed on an
1. Letter your name, Chapter 22 Test, and the date at the top of the sheet.
2. Letter the question number and provide the answer. You do not need to write out the question.
3. Answers should be based on the code that governs your area, unless otherwise noted.
Sketch and define the difference between a hip and a Dutch hip roof.
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Architectural Drafting and Design (MindTap Course List)
- The jet is flying at M = 1.3, where the absolute air pressure is 25 kPa. A shock is formed at the inlet of the engine. Assume isentropic flow within the engine. k = = 1.40 for air. (Figure 1) Figure 0.4 m 0.6 m M = 1.3 1 of 1 Po = 67.8 kPa Submit Previous Answers ་ Part C Correct What is the pressure in this region? Express your answer to three significant figures and include the appropriate units. µÅ p= 42.8 kPa Submit Previous Answers Request Answer ? × Incorrect; Try Again; 3 attempts remaining Provide Feedbackarrow_forwardQ5 A piece of sandstone with a bulk volume of 1.3 cc is contained in a 5-cc cell filled with helium at 760 mm Hg. Temperature is maintained constant and the cell is opened to another evacuated cell the same volume. The final pressure in the two vessels is 334.7 mm Hg. What is the porosity of the sandstone?arrow_forwardPlease show all work, including; Ma? Ay? V at A,B,C. Shear diagram, M/EI diagram, tB/C, tC/A deflection curve and thetaC? Etc... 7-31. Use the moment area method and determine the slope at C and the displacement at B. EI is constant. Structural Analysis 10 editionarrow_forward
- develop a phased construction schedule with a minimum of 150 activities. You should include a WBS complete with preconstruction/procurement activities as well. All activities should linked with predecessors and successors to allow the software to auto-schedule the work; to start “as soon as possible’. Use January 6, 2025 as a start date. do it based off an elementary school and put detail in the actvities add durations Need help!!!arrow_forwardCEFUNDAM BATTERY REVIEW SITUATION: From a building across, the angle of depression of the base of the front edifice is 23.50 and the angle of elevation of its top is 52.780. The height of observation is 14 m. What is the height of the edifice? How far is the building from the said edifice? What is the angle of elevation of the top of the edifice from the foot of the building?arrow_forwardEFUNDAM BAT Three numbers whose sum is 3 form an arithmetic sequence and their squares form a geometric sequence. What is the common difference?arrow_forward
- CEFUNDAM BATTERY REVIEW Water evaporates at the rate of two liters per hour per one square meter of surface. How long will it take to evaporate 30 liters of water from a cylindrical swimming pool full of water with 6 m in diameter and 2 m depth? Qarrow_forwardCEFUNDAM BATTERY REVIEW Find the greatest volume possible for a closed cylindrical tank to be made from 115 sq. m. of metal plate.arrow_forwardCEFUNDAM BATTERY REVIEW SITUATION: For the three identical cylinders whose diameter is 600 position as shown, each weighs 800 N. Assume no friction at any contact surface. Which of the following most nearly gives the force at A, in Newtons? Which of the following most nearly gives the force at D, in Newtons? Which of the following most nearly gives the force at F, in Newtons?arrow_forward
- I need detailed help solving this exercise from homework of Foundation Engineering. I do not really understand. Step by step, please.arrow_forward1. Consider a frictionless retaining wall. Assume its surface toward the backfill side is vertical and the soil ground is horizontal. If the retaining wall moves towards backfill, answer the following based on Coulomb's earth pressure theory. (1.1) Show the forces acting on the failure wedge. (1.2) Draw the force polygon for this condition. (1.3) Write down the steps to find the resultant force of earth pressure per unit length of the wall. (1.4) About the Fig. 2, draw a graph showing the relationship between the displacement {u(-) and u(+)} of the retaining wall and the earth pressure, P that acts on that wall. Also, within the graph, indicate the earth pressures, that represent equivalent active and passive earth pressures. Displacement u(-) Retaining wall 0₁ TNT displacement u(+) Failure plane Retaining wall Failure plane 02 a) Active state b) Passive state Figure 2 (1.5) Explain the conditions under which Rankine's earth pressure theory and Coulomb's earth pressure theory become…arrow_forwardI need detailed help solving this exercise from homework of Foundation Engineering. I do not really understand. Step by step, please.arrow_forward
- Architectural Drafting and Design (MindTap Course...Civil EngineeringISBN:9781285165738Author:Alan Jefferis, David A. Madsen, David P. MadsenPublisher:Cengage Learning