PLEASE FILL IN THE TABLE AND SHOW SAMPLE CALCULATIONS, thank you(:
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PLEASE FILL IN THE TABLE AND SHOW SAMPLE CALCULATIONS,
thank you(:
3. In order to support...
Please solve as fast as possible 1. Using the attached borehole data and the table given...
Please solve as fast as possible
1. Using the attached borehole data and the table given below, estimate: a) The point bearing of pile, Q. by using Meyerhof's method b) The skin resistance of pile by using: a mehod , method c) The allowable pile capacity, Qall. Use FS= 3 d) The magnitude of Q, and Q, by using Ngo and the Meyerhof's equation. Calculate the allowable pile capacity. Use FS-3. If you think anything is missing, please make your...
Q1 (10 marks) You have been asked to examine the bearing capacity of several different rectangular...
Q1 (10 marks) You have been asked to examine the bearing capacity of several different rectangular pad footings. The width of each of the footings is to remain constant wil vary. In order to reduce the number of calculations, you have decided to plot the ultimate bearing capacity against the length of the footing. The properties of the underlying soil profile are given in Table 1.1. The base of the footing is to be located 1 m below ground level...
Please show me the work and formulas in the assigned cells. Thank you. C D E...
Please show me the work and formulas in the assigned cells.
Thank you.
C D E On the cell B5 enter your PV, on cell B6 the annual retum rate on cell B7 the months of the year, and on the cell B9 calculate the monthly rate. On column C have the years, on column D the months of the year and on column E the periods. Calculate on column F the amount that you will have in your account...
Please show me the formulas as well, and not only the answer. Thank you. More information if you ...
Please show me the formulas as well, and not only the answer.
Thank you.
More information if you need:
G25 0 Statement of Cash Flows For the Year Ended December 31, 20x2 Additional information for 20X2 1. Assumethat all increases and decreases in long term assets, long term liabilities, and common stock are as a result of cash transactions 2. Land costing $46,500 was sold, resulting in again of $6,500. No other Cash Flows from Operating Activities: Net Income Adjustmentsto...
please do 3-7 thank you 2. 3. 4. Repeat steps 0.a.-f. for TITRA2 and TITRA3. Write...
please do 3-7 thank you
2. 3. 4. Repeat steps 0.a.-f. for TITRA2 and TITRA3. Write the balanced chemical equation for the reaction between your unknown acid and sodium hydroxide. The generalized chemical formula of your acid (HxA) is found on the unknown sample bottle. “X” denotes the number of hydrogen's that react with the hydroxide on the sodium hydroxide. Go back to the TITRA1 D2 EXPANDED graph and determine the equivalence point volume of sodium hydroxide used to titrate...
if the beam is needed to be redesign as cantilevered at A.Proposed a suitable paramater A simply supported beam ca...
if the beam is needed to be redesign as cantilevered at
A.Proposed a suitable paramater
A simply supported beam carries multiple point load is shown in Figure 2. Due to a certain requirement, maximum deflection should not be more than 1/360 of the span length. If the allowable bending stress, ơallow 168 MPa and allowable shear stress, allo.-110 MPa. Rasuk yang disokong mudah membawa beban seragam. 30 kN/m diturjukkan dalam Gambarajah 3. Disebabkan sebuah keperluan terientu, pesongan maksimum harus tidak...
please anwer this question as soo as possible. Thank you so much! Learning Journal Unit 3...
please anwer this question as soo as possible. Thank you so
much!
Learning Journal Unit 3 The Learning Journal is a space where you should reflect on what was learned during the week and how it applies to your daily life and will help you with your life (career goals. For this week's assignment, you will build on the Unit 2 learning journal by using the information in the attached template located in this unit's on the main page. Download...
Please show the formulas that need to be used if needed. Thank you Small Builders, Inc....
Please show the formulas that need to be used if needed. Thank
you
Small Builders, Inc. has two lines of business: product and service. Their product line of business offers 2 products: Product A and Product B. In this assignment, you will use Pivot Tables to help show which product is more successful, which salesperson is selling the most or the least and which customer(s) are the most important relationships to maintain. Use the Excel spreadsheet included here which provides...
U (%) T, U (%) т, U (%) T, 34 0.0907 0.377 68 0.00008 35 0.0962...
U (%) T, U (%) т, U (%) T, 34 0.0907 0.377 68 0.00008 35 0.0962 69 0.390 1 0,0003 0.00071 0,00126 2 36 0.102 70 0.403 3 37 0.107 71 0.417 2H 0.113 4 38 72 0.431 5 39 73 0,00196 0.119 0.446 6 0.00283 0.00385 0.126 74 0.461 40 7 41 0.132 75 0.477 42 0,00502 0,00636 0.138 0.145 76 0.493 9 43 77 0.511 0.00785 10 44 45 0.152 78 0.529 0.547 11 0.0095 0.159 79 12...
Question 2 [Marks: 15 +10=25] 200kPa of construction stress was applied on top of the soil...
Question 2 [Marks: 15 +10=25] 200kPa of construction stress was applied on top of the soil layers as shown in the figure below. (1) Calculate the settlement in the clay layer due to the construction (minimum of 2 sub layers is to be used). (W) If the soil went through 90% average degree of consolidation in 1 year, calculate the coefficient of consolidation (C.). 个 Sand Y = 20kN/m 4m Water table Clay (over consolidated) y = 16kN/m 100 4m...
Please solve as fast as possible
1. Using the attached borehole data and the table given below, estimate: a) The point bearing of pile, Q. by using Meyerhof's method b) The skin resistance of pile by using: a mehod , method c) The allowable pile capacity, Qall. Use FS= 3 d) The magnitude of Q, and Q, by using Ngo and the Meyerhof's equation. Calculate the allowable pile capacity. Use FS-3. If you think anything is missing, please make your...
Q1 (10 marks) You have been asked to examine the bearing capacity of several different rectangular pad footings. The width of each of the footings is to remain constant wil vary. In order to reduce the number of calculations, you have decided to plot the ultimate bearing capacity against the length of the footing. The properties of the underlying soil profile are given in Table 1.1. The base of the footing is to be located 1 m below ground level...
Please show me the work and formulas in the assigned cells.
Thank you.
C D E On the cell B5 enter your PV, on cell B6 the annual retum rate on cell B7 the months of the year, and on the cell B9 calculate the monthly rate. On column C have the years, on column D the months of the year and on column E the periods. Calculate on column F the amount that you will have in your account...
Please show me the formulas as well, and not only the answer.
Thank you.
More information if you need:
G25 0 Statement of Cash Flows For the Year Ended December 31, 20x2 Additional information for 20X2 1. Assumethat all increases and decreases in long term assets, long term liabilities, and common stock are as a result of cash transactions 2. Land costing $46,500 was sold, resulting in again of $6,500. No other Cash Flows from Operating Activities: Net Income Adjustmentsto...
please do 3-7 thank you
2. 3. 4. Repeat steps 0.a.-f. for TITRA2 and TITRA3. Write the balanced chemical equation for the reaction between your unknown acid and sodium hydroxide. The generalized chemical formula of your acid (HxA) is found on the unknown sample bottle. “X” denotes the number of hydrogen's that react with the hydroxide on the sodium hydroxide. Go back to the TITRA1 D2 EXPANDED graph and determine the equivalence point volume of sodium hydroxide used to titrate...
if the beam is needed to be redesign as cantilevered at
A.Proposed a suitable paramater
A simply supported beam carries multiple point load is shown in Figure 2. Due to a certain requirement, maximum deflection should not be more than 1/360 of the span length. If the allowable bending stress, ơallow 168 MPa and allowable shear stress, allo.-110 MPa. Rasuk yang disokong mudah membawa beban seragam. 30 kN/m diturjukkan dalam Gambarajah 3. Disebabkan sebuah keperluan terientu, pesongan maksimum harus tidak...
please anwer this question as soo as possible. Thank you so
much!
Learning Journal Unit 3 The Learning Journal is a space where you should reflect on what was learned during the week and how it applies to your daily life and will help you with your life (career goals. For this week's assignment, you will build on the Unit 2 learning journal by using the information in the attached template located in this unit's on the main page. Download...
Please show the formulas that need to be used if needed. Thank
you
Small Builders, Inc. has two lines of business: product and service. Their product line of business offers 2 products: Product A and Product B. In this assignment, you will use Pivot Tables to help show which product is more successful, which salesperson is selling the most or the least and which customer(s) are the most important relationships to maintain. Use the Excel spreadsheet included here which provides...
U (%) T, U (%) т, U (%) T, 34 0.0907 0.377 68 0.00008 35 0.0962 69 0.390 1 0,0003 0.00071 0,00126 2 36 0.102 70 0.403 3 37 0.107 71 0.417 2H 0.113 4 38 72 0.431 5 39 73 0,00196 0.119 0.446 6 0.00283 0.00385 0.126 74 0.461 40 7 41 0.132 75 0.477 42 0,00502 0,00636 0.138 0.145 76 0.493 9 43 77 0.511 0.00785 10 44 45 0.152 78 0.529 0.547 11 0.0095 0.159 79 12...
Question 2 [Marks: 15 +10=25] 200kPa of construction stress was applied on top of the soil layers as shown in the figure below. (1) Calculate the settlement in the clay layer due to the construction (minimum of 2 sub layers is to be used). (W) If the soil went through 90% average degree of consolidation in 1 year, calculate the coefficient of consolidation (C.). 个 Sand Y = 20kN/m 4m Water table Clay (over consolidated) y = 16kN/m 100 4m...
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