![Simplified Engineering for Architects and Builders, 12/E (HB-2016)](https://www.bartleby.com/isbn_cover_images/9781118975046/9781118975046_largeCoverImage.gif)
Simplified Engineering for Architects and Builders, 12/E (HB-2016)
12th Edition
ISBN: 9781118975046
Author: AMBROSE J
Publisher: Wiley,,Hoboken : Wiley, 2016
expand_more
expand_more
format_list_bulleted
Question
Chapter 10.4, Problem 6P
To determine
Find the minimum size the standard weight pipe column.
Expert Solution & Answer
![Check Mark](/static/check-mark.png)
Want to see the full answer?
Check out a sample textbook solution![Blurred answer](/static/blurred-answer.jpg)
Students have asked these similar questions
Example 5
By using the yield line theory, determine the moment (m) for an isotropic reinforced
concrete two-way slab (supports on two S.S sides shown in figure under the load (P)
(all dimensions are in mm).
Solve by using equilibrium method
Please solve by using equilibrium method
m
m
3000
2000
2000
2. During construction, gate AB is temporarily held in place by the horizontal strut CD.
Determine the force in the strut CD, if the gate is 3.0-m wide.
A
0
B
D
Density of water =
103 kg/m³
2 m
3 m
5. A gate is used to hold water as shown. The gate is rectangular and is 8-ft wide. Neglect
the weight of the gate. Determine at what depth the gate is just about to open.
5000 Ib
15 ft
Hinge
60°
Chapter 10 Solutions
Simplified Engineering for Architects and Builders, 12/E (HB-2016)
Knowledge Booster
Similar questions
- H.W2. Design Twin Opening of an Inverted Siphon (8 + 27 +6) m required to pass Canal Discharge of 3m³/ sec under road with 0.18m Head Loss. The Velocity in the Canal is 0.78m/sec and the depth of water in the canal is 1.4m, Safety Screen is provided from entry and exit. The Inverted Siphon 22.5 ° ELBOWS of each end. IF n = 0.013, Ke= 0.2, Ko = 0.3, Kscreen Kelbows 0.05. = 0.2 andarrow_forwardH.W.1: A concrete pipe culvert is to be constructed under road to carry a maximum discharge 9 m3/sec. If the length of pipe culvert 10 m on slope 1/100, Ke= 0.5, Ko = 1, n = 0.018, HL = 0.18. Find the diameter of the pipe. birea vaznds or bout one anorgia batio/larrow_forwardFind the magnitude and depth of the point of application of the force on circular gate shown in figure if h=5 ft and D=4 ft dia. (Answer: 5280 lbf, ycp = 7.9 ft i.e. vertical depth of cp is 6.84 ft)arrow_forward
- *3-4. A tension test was performed on a steel specimen having an original diameter of 0.503 in. and a gauge length of 2.00 in. The data is listed in the table. Plot the stress-strain diagram and determine approximately the modulus of elasticity, the ultimate stress, and the rupture stress. Use a scale of 1 in. = 15 ksi and 1 in. = 0.05 in./in. Redraw the linear-elastic region, using the same stress scale but a strain scale of 1 in. = 0.001 in. Load (kip) Elongation (in.) 0 0 2.50 0.0009 6.50 0.0025 8.50 0.0040 9.20 0.0065 9.80 0.0098 12.0 0.0400 14.0 0.1200 14.5 0.2500 14.0 0.3500 13.2 0.4700arrow_forwardPROBLEM 4 Draw a free body diagram of the loading and forces. Solve for the reaction A at the wall support. Check your answer using the summation of forces. 15 K/ft 15 ft 25 K/ftarrow_forwardIntensity (in/hr) 9 Figure 502B Zone IIA 8 7 6 5 4 3 2 1 2 yr 5 yr 10 yr 50 yr -*-100 yr 0 0 10 20 30 40 50 60 Duration (min) Problem 4. (25 Points) For a 50-year, 24-hour storm in Los Angeles calculate and plot the design storm hyetograph and cumulative mass curve.arrow_forward
- An urban watershed in Jefferson County is shown in Figure 1 below, along with the travel paths from the most remote points in each subarea. The details of the subareas are given in Table 1 below. Determine the 50 year peak flow for the drainage outlet G. Use the IDF chart for Jefferson County that is shown below. Use the NRCS Method (TR55) to determine time of concentration and estimate runoff coefficients using Table 15.2.3 (provided in Lesson Notes). Figure 1 Table 1 No Area (acres) Туре Path Length Slope (ft) (%) 1 24 Grass, Fair Condition AE 1600 4 2 15 Rangeland - Natural BF 1490 3 B Garrow_forwardA A Provide the requested values. Show your work, don't forget physical units. A A 3'-0" 5'-0" 500 plf 5000 lbs 10'-0" Max moment: Reactions at A and B: B Moment in the middle span: 5 K Shear at 2'-0": 4 10'-0" 5'-0" Max Moment: B Where is Max Moment occuring? Max Deflection (in inches): Ix= 250 in E= 29.000 ksi Where is Max Deflection occuring? Note: be careful with physical units; check that your answer makes sense 5'-0" 10'-0" 1 kip 500 plf B Max Moment: Note: Make use of the superposition principlearrow_forward5. A gate is used to hold water as shown. The gate is rectangular and is 8-ft wide. Neglect the weight of the gate. Determine at what depth the gate is just about to open. 5000 lbf ☑ 15 ft Hinge 60°arrow_forward
- Given a small town with three transportation analysis zones and origin-destination survey results, provide a trip distribution calculation using the gravity model for two iterations; assume Kij = 1. The following table shows the number of productions and attractions in each zone. Zone 1 2 3 Total Productions 250 480 270 1,000 Attractions 435 180 385 1,000 The survey's results for the zones' travel time in minutes were as follows. To Zone 1 2 3 1 6 4 2 From 2 2 8 3 3 1 3 5 The following table shows travel time versus friction factor. Time (min) 1 2 3 4 5 6 7 8 Friction Factor 82 52 50 41 39 26 20 13 Compute the trip distribution calculations for the first iteration. Zone-to-Zone Trips: First Iteration To Zone 1 2 3 Computed P Given P 1 From 2 3 Computed A Given A Compute the trip distribution calculations for the second iteration. Zone-to-Zone Trips: Second Iteration To Zone 1 2 3 Computed P Given P 1 From 2 3 Computed A Given A Need Help? Read It Watch Itarrow_forwardThe Jeffersonville Transportation Study area has been divided into four traffic zones. The following data have been compiled. Travel Time (min) District Productions Attractions 1 2 3 4 1 3,000 3,000 5 8 12 15 2 1,000 400 8 5 10 8 3 2,000 4,500 12 10 5 7 4 2,500 600 15 8 7 5 Travel Time 1 5 6 7 8 10 12 15 Fij 2.00 1.30 1.10 1.00 0.95 0.85 0.80 0.65 After the first iteration, the trip table was as follows. District 1 2 3 4 Ps 1 1,415 138 2 367 67 1,306 141 493 73 3 522 4 641 74 125 As 2,945 404 1,478 256 4,550 601 3,000 1,000 1,273 131 2,000 2,500 Complete the second iteration. District 1 2 3 4 Computed A 1 2 3 4 Computed Parrow_forward3. The 200-kg, 5 m-wide rectangular gate shown in Fig. I is hinged at B and leans against the floor at A making an angle of 45° with the horizontal. The gate is to be opened from its lower edge by applying a normal force at its center. Determine the minimum force R required to open the water gate. 2 Water Fig. 1 1450 3.5mm Rarrow_forward
arrow_back_ios
SEE MORE QUESTIONS
arrow_forward_ios
Recommended textbooks for you
- Structural Analysis (10th Edition)Civil EngineeringISBN:9780134610672Author:Russell C. HibbelerPublisher:PEARSONPrinciples of Foundation Engineering (MindTap Cou...Civil EngineeringISBN:9781337705028Author:Braja M. Das, Nagaratnam SivakuganPublisher:Cengage Learning
- Fundamentals of Structural AnalysisCivil EngineeringISBN:9780073398006Author:Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel LanningPublisher:McGraw-Hill EducationTraffic and Highway EngineeringCivil EngineeringISBN:9781305156241Author:Garber, Nicholas J.Publisher:Cengage Learning
![Text book image](https://compass-isbn-assets.s3.amazonaws.com/isbn_cover_images/9781337630931/9781337630931_smallCoverImage.jpg)
![Text book image](https://www.bartleby.com/isbn_cover_images/9780134610672/9780134610672_smallCoverImage.gif)
Structural Analysis (10th Edition)
Civil Engineering
ISBN:9780134610672
Author:Russell C. Hibbeler
Publisher:PEARSON
![Text book image](https://www.bartleby.com/isbn_cover_images/9781337705028/9781337705028_smallCoverImage.gif)
Principles of Foundation Engineering (MindTap Cou...
Civil Engineering
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Cengage Learning
![Text book image](https://www.bartleby.com/isbn_cover_images/9780073398006/9780073398006_smallCoverImage.gif)
Fundamentals of Structural Analysis
Civil Engineering
ISBN:9780073398006
Author:Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning
Publisher:McGraw-Hill Education
![Text book image](https://www.bartleby.com/isbn_cover_images/9781337551663/9781337551663_smallCoverImage.gif)
![Text book image](https://www.bartleby.com/isbn_cover_images/9781305156241/9781305156241_smallCoverImage.jpg)
Traffic and Highway Engineering
Civil Engineering
ISBN:9781305156241
Author:Garber, Nicholas J.
Publisher:Cengage Learning