EP WEBASSIGN FOR MOAVENI'S ENGINEERING
6th Edition
ISBN: 9780357126592
Author: MOAVENI
Publisher: CENGAGE CO
expand_more
expand_more
format_list_bulleted
Question
Chapter 14.5, Problem 2BYG
To determine
Explain about “subroutine”.
Expert Solution & Answer
Want to see the full answer?
Check out a sample textbook solution
Students have asked these similar questions
Need help
2. Design a circular clarifier for a flow rate of 34,560 m³/d. Use a design overflow rate of 30 m³/d-m². Assume
the clarifier has a center feed and a side water depth of 4.3 m. Use a feedwell detention time of 20 min.
Provide the following information to support your design:
• Diameter of the clarifier
• Diameter and depth of the feedwell
. Check the flow velocity across the sludge zone
• Calculate the weir loading rate
Name:
Course:
Mechanics of Deformable Bodies
Investigation and Design of Axially Loaded Structural Members
Date:
Term:
A. Objective
1. To be able to determine internal axial load on structural members
2. To be able to design structural members with axial internal reactions
B. General Instruction
1. Write your solution legibly in separate sheets of clean bond paper.
2. Box your final answer in your solution.
C. Situation
A truss structure is an assembly of straight structural members that form triangular panels.
The assembly of triangular panels makes the truss establish a rigid configuration. In a truss
structure, connections are theoretically assumed to act as smooth pin; therefore, it does not
resist any moment or bending. Due to this magnificent behavior, truss members only resist
axial forces in the design phase that could either be compressive or tensile.
Presented in the figure is a truss that is a component of a roof framing system to be
constructed at the University Lucena City…
Chapter 14 Solutions
EP WEBASSIGN FOR MOAVENI'S ENGINEERING
Ch. 14.2 - Prob. 1BYGCh. 14.2 - Prob. 2BYGCh. 14.2 - Prob. 3BYGCh. 14.2 - Prob. 4BYGCh. 14.2 - Prob. 5BYGCh. 14.2 - Prob. BYGVCh. 14.4 - Prob. 1BYGCh. 14.4 - Prob. 2BYGCh. 14.4 - Prob. 3BYGCh. 14.4 - Prob. 4BYG
Ch. 14.4 - Prob. 5BYGCh. 14.4 - Prob. BYGVCh. 14.5 - Prob. 1BYGCh. 14.5 - Prob. 2BYGCh. 14.5 - Prob. 3BYGCh. 14.5 - Prob. 4BYGCh. 14.5 - Prob. BYGVCh. 14 - Prob. 1PCh. 14 - Prob. 2PCh. 14 - Prob. 3PCh. 14 - Prob. 4PCh. 14 - Prob. 5PCh. 14 - Prob. 6PCh. 14 - Prob. 7PCh. 14 - Using Excel, create a table that shows the...Ch. 14 - Using Excel, create a table that shows the...Ch. 14 - Prob. 10PCh. 14 - Prob. 11PCh. 14 - Prob. 12PCh. 14 - Prob. 13PCh. 14 - Prob. 14PCh. 14 - Prob. 15PCh. 14 - Prob. 16PCh. 14 - Prob. 17PCh. 14 - Prob. 18PCh. 14 - Prob. 19PCh. 14 - Prob. 20PCh. 14 - Prob. 21PCh. 14 - Prob. 22PCh. 14 - Prob. 23PCh. 14 - Prob. 24PCh. 14 - Prob. 25PCh. 14 - Prob. 26PCh. 14 - Prob. 27PCh. 14 - Prob. 28PCh. 14 - Prob. 29PCh. 14 - Prob. 30PCh. 14 - Prob. 31PCh. 14 - Prob. 32PCh. 14 - Prob. 33PCh. 14 - Prob. 34PCh. 14 - Prob. 35P
Knowledge Booster
Similar questions
- 1- A two-lane highway (two 3.6 m lanes) has a posted speed limit of 100 km/h and, on one section, has both horizontal and vertical curves, as shown in the figure below. A recent daytime crash (driver traveling westbound and striking a stationary roadway object) resulted in a fatality and a lawsuit alleging that the 100 km/h posted speed limit is an unsafe speed for the curves in question and was a major cause of the crash. Evaluate and comment on the roadway design (after Mannering and Washburn). Plan view (horizontal alignment) PC Station 4+90 Profile view (vertical alignment) e = 8.0% 100 m Sight obstruction 50° G₁ = -2.0% PVC Station 4+30 T PVI PVT Station 6+80 PT N Station 10+00 G₂ = +4.0%arrow_forwardExisting Filter Design Parameters at 22.5 MGD: A) # of Filters: 5 B) #Bays per Filter: 1 C) Bay Surface Dimensions (L X W X D): (40.5 ft. X 13 ft. X 11.5 ft.) D) Surface Area per Filter: 526.5 ft^2 E) Total Filtration Area: 2,633 ft^2 F) Hydraulic Loading Rate: 6 gpm/sf (w/ all filters in service) G) Filtration Capacity at HLR: 22.7 MGD H) Filter Media: 1) Anthracite: 20 in. depth, 1.00 mm Effective Size 2) Sand: 9 in. depth, 0.50 mm Effective Size 1) L/d Ratio (depth of media/effective size): 965 J) Backwash Pumps: 15 MGD (two pumps) K) Backwash water for the filters is provided from the high service pump station through a 24-inch backwash water L) Air Wash Blowers: 1) Number: 2 Hoffman Centrifugal Model 38406A, 125 hp 2) Capacity: 3,100 scfm (standard cubic ft/^2) 3) Air Scour Rate: 5.90 scfm/ft^2 Deliverables: 1) Determine if the existing filtration system is sufficient to accommodate the projected future capacity. A) Current Capacity: 22.5 MGD B) Future Capacity: 34.5 MGD for…arrow_forwardPart 1: True or False. Indicate whether the following statements are True (T) or False (F) by encircling the letter that corresponds to your answer. 1. (T/F) Residual soils are formed by the weathering of rocks in place. 2. (T/F) The Standard Penetration Test (SPT) provides a disturbed soil sample. 3. (T/F) The groundwater table has no effect on the interpretation of soil exploration data. 4. (T/F) Geophysical methods are always more accurate than direct soil sampling methods. 5. (T/F) The N-value in the SPT is the number of blows required to drive the sampler the first 150 mm. Part 2: Multiple choice. Choose the best answer for each question. 1. Which of the following is NOT a transported soil deposit? a) Alluvial b) Glacial c) Residual d) Aeolian 2. What is the primary purpose of subsurface exploration? a) To determine the depth of bedrock b) To identify soil types and their properties 3. Which test provides a continuous profile of soil a) Standard Penetration Test (SPT) b) Cone…arrow_forward
- Determin the shear and moment in teh beam as a function of x where 2m<x<4m.arrow_forwardEncuentra las fuerzas internas de todos los elementos en las siguientes armaduras por el método de nodosarrow_forwardGiven a side slope of 2:1, a road width of 10 m and cross-sectional area of 36.4 sq m, for the following cross-sectional notes: 9.8..........0...........x2 y1..........y..........1.2 Determine the value of y.arrow_forward
- From station A with center height for 1.4m in fill, the ground makes a uniform slope of 5% to station B whose center height is 2.8 m in cut. Assuming both sections to be level sections having a width of roadway of 14 m and a side slope of 2:1 for both cut and fill, compute the cross-sectional area of fill 48 m from station A. Distance from station A to station B is 60 m.arrow_forwardFrom station 10+100 with center heights of 2 m in fill, the ground line makes a uniform slope of 4.8% to station 10+150 whose center heights is 1.2 m in cut. 1. Determine the slope of a new roadway to be constructed. 2. Determine the distance from station 10+150, will the excavation extend. 3. Determine the area of fill 10 m from 10+100 if the width of roadway is 8 m and the side slope is 1:2.arrow_forwardFunding Plan How much funds required to reach to the next level of the venture? • ? How much have been bootstrapped? If not, why? • ? How much can be bootstrapped? • ? How much external funding required? If not, why? • ? Funds utilization strategy (Details) • ? • ? • ? • ? • ? • ? • • ? ? ? ? ? Place your logo herearrow_forward
- A semicircular 40 ft diameter− − tunnel is to be built under a150 ft deep− − , 800 ft long− − lake, as shown below. a) Determine the horizontal, vertical, and resulting hydrostatic forces acting on this tunnel. (Answer: 8 8 8 1.398 10 , 2.596 10 , 2.64 10H y netF lbf F lbf F lbf= × = × = × ) b) Calculate the hydrostatic force on the bottom of the lake if the tunnel was not there, and compare it with the total (resulting) hydrostatic force that you calculated in part (a). (Answer: 8 2.995 10VF lbf= × ) c) As the design engineer of this tunnel would you take the hydrostatic force on the bottom of the lake as a rough estimate of the resulting hydrostatic force acting on this tunnel. Discuss your decision.arrow_forward3.2 Consi parabolic equation (Eq. 3.1) 3.3 Again consider Example 3.4. Does this curve provide sufficient stopping sight distance for a speed of 60 mi/h? -tangent grade with a -1% final mi/h. The station of the 1203 ft. What is the elev 3.4 An equal-tangent crest vertical curve is designed for 70 mi/h. The high point is at elevation 1011.4 ft. The initial grade is +2% and the final grade is -1%. What is the elevation of the PVT? +00? 3.10 An equal-tangent w 2012 (to 2011 AASHTO of 70 mi/h to connec -2.1%. The curve is design speed in th technology has adv design deceleration value used to dev percentage of ol design reaction vehicles have b height is assun roadway obje 3.5 An equal-tangent crest curve has been designed for 70 mi/h to connect a +2% initial grade and a -1% final grade for a new vehicle that has a 3 ft driver's eye height; the curve was designed to avoid an object that is 1 ft high. Standard practical stopping distance design was used but, unlike current design standards,…arrow_forwardFactor of Safety Activity The lap joint is connected by three 20-mm diameter rivets. Assuming that the applied allowable load, P=50kN is distributed equally among the three rivets and a factor of safety of 1.5, find: (a) the failure shear stress in a rivet, and (b) failure bearing stress between the plate and rivet 25 mm 25 mmarrow_forward
arrow_back_ios
SEE MORE QUESTIONS
arrow_forward_ios
Recommended textbooks for you
Architectural Drafting and Design (MindTap Course...Civil EngineeringISBN:9781285165738Author:Alan Jefferis, David A. Madsen, David P. MadsenPublisher:Cengage Learning
Engineering Fundamentals: An Introduction to Engi...Civil EngineeringISBN:9781305084766Author:Saeed MoaveniPublisher:Cengage Learning
Construction Materials, Methods and Techniques (M...Civil EngineeringISBN:9781305086272Author:William P. Spence, Eva KultermannPublisher:Cengage Learning
Architectural Drafting and Design (MindTap Course...
Civil Engineering
ISBN:9781285165738
Author:Alan Jefferis, David A. Madsen, David P. Madsen
Publisher:Cengage Learning
Engineering Fundamentals: An Introduction to Engi...
Civil Engineering
ISBN:9781305084766
Author:Saeed Moaveni
Publisher:Cengage Learning
Construction Materials, Methods and Techniques (M...
Civil Engineering
ISBN:9781305086272
Author:William P. Spence, Eva Kultermann
Publisher:Cengage Learning