
Concept explainers
(a)
Whether the statement “Higher the variability, higher is the coefficient of variation” is true or false.
(a)

Answer to Problem 20.1P
The given statement is
Explanation of Solution
Write the equation of coefficient of variation.
- From Equation (1), the coefficient of variation is directly proportional to the standard deviation.
- The higher variability in data implies higher standard deviation. Hence, the higher standard deviation gives a higher percentage of coefficient of variation.
Therefore, the statement is
(b)
Whether the statement “Coefficient of variation cannot exceed 100%” is true or false.
(b)

Answer to Problem 20.1P
The given statement is
Explanation of Solution
From Equation (1):
The coefficient of variation exceeds 100% when the standard deviation is more than the mean. Hence, the coefficient of variation exceeds 100% is possible.
Therefore, the given statement is
(c)
Whether the statement “The loads used in LRFD are greater than those used in ASD” is true or false.
(c)

Answer to Problem 20.1P
The given statement is
Explanation of Solution
- The allowable strength of the member or component is less than the full strength of member or component.
- In LRFD method, the loads are compared to the full strength of the member; whereas in ASD method, the loads are compared to the allowable strength of the member. Hence, the loads in LRFD method are usually greater than the ASD method.
Therefore, the given statement is
(d)
Whether the statement “The load/resistance factors used for foundations are different from retaining walls” is true or false.
(d)

Answer to Problem 20.1P
The given statement is
Explanation of Solution
- The method for design of foundation is LRFD; while for retain wall, the standard method is used to design.
- Hence, the load/resistance factors for foundations and retaining walls are different.
Therefore, the statement is
(e)
Whether the statement “The load factors in LRFD are generally greater than 1” is true or false.
(e)

Answer to Problem 20.1P
The given statement is
Explanation of Solution
- LRFD design method follows limit state of design approach, where no separate factor of safety is used.
- In the limit state design approach, generally, the loads and resistance factors are already adjusted by partial safety factors. In this design method, ultimate loads are compared to actual loads.
- Hence, the load factors are greater than 1 and resistance factors are less than 1.
Therefore, the given statement is
Want to see more full solutions like this?
Chapter 20 Solutions
EBK FUNDAMENTALS OF GEOTECHNICAL ENGINE
- Please explain step by step and show formulaarrow_forwardPlease explain step by step and show formulaarrow_forwardFor an reinforced concrete two-way slab shown in figure under the load (P). (the slab continuous over all edges - all sides are fixed), Determine (By using yield line theory): A- Draw the Yield line Pattern B- Determine the moment m 3BAT C- Find The required flexural steel to resist the loads causing the slab to collapse if P = 200 KN, fc = 28 MPa, fy = 420 MPa d = 120 mm. Use 10 mm bars. (Pmin = 0.002) 6m 8m >2m->) 3marrow_forward
- 3BAT For an reinforced concrete two-way slab shown in figure under the load (P). (the slab continuous over all edges - all sides are fixed), Determine (By using yield line theory): A- Draw the Yield line Pattern B- Determine the moment m KN, fc Please don't solve in Al anco if P = 200 6m 8m 2m-)) 3marrow_forwardPlease explain step by step and show formulaarrow_forwardPlease explain step by step and show formulaarrow_forward
- 4-You are making a bookshelf (shown below) to carry books that range from 8½" to 11" in height and would take up 29" of space along the length. The material is wood having a Young's Modulus of 3.66 ksi, thickness of 3/8", and width of 12". You want to find the maximum vertical deflection of the bookshelf. The vertical deflection of the shelf is given by: -0.67665 x10 8x4 -0.26689x105 x3 +0.12748x10³ x² -0.018057=0 x Bookshelf Booksarrow_forwardThe difference in water surface levels in two tanks, which are connected by three pipes in series of lengths 300 m, 170 m, and 210 m, having diameters 300 mm, 200 mm, and 400 mm, respectively, is 12 m. Determine the rate of flow of water if coefficients of friction are 0.005, 0.0052, and 0.0048, respectively. Determine the discharge and velocity in each pipe, considering the minor losses and neglecting minor losses.arrow_forward3 BAT For an reinforced concrete two-way slab shown in figure under the load (P). (the slab continuous over all edges - all sides are fixed), Determine (By using yield line theory): A- Draw the Yield line Pattern B- Determine the moment m C- Find The required flexural steel to resist the loads causing the slab to collapse if P = 200 KN, f=28 MPa, fy = 420 MPa d = 120 mm. Use 10 mm bars. (Pmin = 0.002) 6m 8m >2m-)) 3marrow_forward
- REINFORCED CONCRETE DESIGNANALYSIS OF SINGLY REINFORCED BEAMS (STRENGTH DESIGN METHOD)Direction:Solution must be completeUse ballpen/inkpenAnswer in two decimal placesBox your final answerarrow_forwardE. Estimate the required air flow rate for the new activated sludge plant at Camp Verde Problems 23-3 — 23-823-11, and 23-14 B). Use the following assumptions in preparing the estimate: Clean water correction, a 0.70 . Salinity correction, ẞ= 0.95 . Fouling factor = 0.8 Summer wastewater temperature 22°C • Atmospheric pressure 101.325 kPa .Elevation 2,135 m Depth of aerator = 4.5 m Operating DO = 2.0 mg/L Percent oxygen leaving aeration tank - 19% Manufacturer's SOTR = 650 kg/d • Manufacturer's air flow rate at standard conditions 20 m3/d aerator 23-3. The town of Camp Verde has been directed to upgrade its primary WWTP to a secondary plant that can meet an effluent standard of 25.0 mg/L BOD5 and 30 mg/L suspended solids. They have se- lected a completely mixed activated sludge system for the upgrade. The existing primary treatment plant has a flow rate of 2,506 m³/d. The effluent from the primary tank has a BOD5 of 240 mg/L. Using the following assumptions, estimate the required…arrow_forwardOnly expert should attempt,I don't need AI solutions, because it's always incorrect pleasearrow_forward
- Principles of Foundation Engineering (MindTap Cou...Civil EngineeringISBN:9781305081550Author:Braja M. DasPublisher:Cengage LearningPrinciples of Foundation Engineering (MindTap Cou...Civil EngineeringISBN:9781337705028Author:Braja M. Das, Nagaratnam SivakuganPublisher:Cengage LearningFundamentals of Geotechnical Engineering (MindTap...Civil EngineeringISBN:9781305635180Author:Braja M. Das, Nagaratnam SivakuganPublisher:Cengage Learning
- Principles of Geotechnical Engineering (MindTap C...Civil EngineeringISBN:9781305970939Author:Braja M. Das, Khaled SobhanPublisher:Cengage Learning



