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cuobicnm Licaurse buctie Based on consideration of settlement only, how wide should the footing shown below...
Problem 2 (a) A square footing is to be constructed in sand as shown he sketch below Determine th...
Can someone solve this question step by step pls
Problem 2 (a) A square footing is to be constructed in sand as shown he sketch below Determine the column load, P, which the footing will support when the footing is just safe against bearing capacity failure. Indicate the computations on which your answer is based. (15 pts) (b) Under the applied load, and for the footing width of 10 ft, would you expect the footing settlement to be less than...
help please A square footing is founded at 3-ft depth below ground surface as shown in...
help please
A square footing is founded at 3-ft depth below ground surface as shown in Fig1, The factored axial load acting on the square footing is 140 kips, Determine the size of the footing (B x B) if the Factor of Safety (F.S.) is 3.0. Ground surface ЗА B-? Silty Sand Fig.1 A 68-ft long pre-stressed concrete pile with square cross section (14 inch) is driven into the soil profile shown in Fig. 2. Compute the ultimate compressive load...
A footing for a sign post is to be placed on the soil profile shown below....
A footing for a sign post is to be placed on the soil profile
shown below. The structural loading is PDL = 45 kips and PLL = 10
kips. The sand and clay layers have the properties as shown below.
The clay is the same material as tested in problem 1. Check the
soil strength (i.e., bearing capacity) and settlement under the
applied loading and evaluate the suitability of the proposed
construction. Assume the footing diameter to be 6ft.
DL...
Based on consideration of bearing capacity only and using Terzaghi’s bearing capacity factors, design the size...
Based on consideration of bearing capacity only and using
Terzaghi’s bearing capacity factors, design the size of the square
footing shown below for use in a commercial-residential building.
Results from direct shear tests performed on samples from the site
are shown below. Water is very deep.
Column Load 300 kips 5 ft Compacted sandy clay: Y 115 pcf Effective Stresses at failure Test No. ơ'N (psi) 10.9 21.8 32.6 t (psi) 7.4 12.0 16.0
Paragraph Styles Answer the following questions based on chapter 18 of the Building Code. 1. A...
Paragraph Styles Answer the following questions based on chapter 18 of the Building Code. 1. A five-foot rock core was taken, based on the sketch of the core, Recovery a. What is the Recovery(REC)? b. What is the Rock Quality Designation (RQD)?h c. What is the allowable foundation bearing pressure in tsf? Display Settings Focus / DA 5 d. What is the maximum allowable pile load in tons for a closed ended pipe pile bearing on class lb rock? e....
Problem No 1 (30 Marka) Apl lading test was camied out on smal Kale fondron footing, 0.3 m square, .depeh 1 mi dry sand. Theets is shown in Fig 1-1 (20 Marks 0 20 00 20 Loadina Fig. 1-I Th...
Problem No 1 (30 Marka) Apl lading test was camied out on smal Kale fondron footing, 0.3 m square, .depeh 1 mi dry sand. Theets is shown in Fig 1-1 (20 Marks 0 20 00 20 Loadina Fig. 1-I The results of plate oading les Detenine elastic modulius(E) from plate loading est De emi e tition畩(6"om plate loading ts cohesion-o Determine the dimension of a square foing to resist load at 10000 N a the ame depth of 2 m...
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...
The column layout for a portion of a proposed building is shown in the figure. Three...
The column layout for a portion of a proposed building is shown in the figure. Three boreholes are located within this area with the subsequent SPT data shown. The Groundwater Table was measured to be at el. 775 at 2 weeks after drilling for BH3. Determine the satisfactory sizes for the column footings A2 and C3. The loads on these columns are given as: A2: Dead Load-100 KN, Live Load - 300 KN C3: Dead Load - 55 kN, Live...
Please solve problem 1 and show formulas used Tables for reference: Homework 6- Chapter 9 Problem...
Please solve problem 1 and show formulas used
Tables for reference:
Homework 6- Chapter 9 Problem 1: A crawler hoe having a 2 -cy bucket and whose cost per hour, including the wages to an operator, is $109 will excavate and load haul units under each of the stated conditions. The maximum digging depth of the machine is 22 ft. Determine the cost per bank cubic yard for each condition. (Condition 1: 315 bey/hr, S0.346/bcy; condition 2: 289 bey/hr, S0.377/bcy;...
pleas help me in this do any question you know using National Electrical Code 2011 Applied Electricity NEC...
pleas help me in this do any question you know using National
Electrical Code 2011
Applied Electricity NEC worksheet t hree Copper conductors with THHN insulation run in Electrical A branch-circuit Consther conductors. The conductor terminations are rated for a maximum ure in the area of this installation is not expected to exceed 30C size 8 AWG, the maximum ampacity of the conductors If the conductors for this circuit are permitted A 40 amperes. B. 50 amperes. to be used...
Can someone solve this question step by step pls
Problem 2 (a) A square footing is to be constructed in sand as shown he sketch below Determine the column load, P, which the footing will support when the footing is just safe against bearing capacity failure. Indicate the computations on which your answer is based. (15 pts) (b) Under the applied load, and for the footing width of 10 ft, would you expect the footing settlement to be less than...
help please
A square footing is founded at 3-ft depth below ground surface as shown in Fig1, The factored axial load acting on the square footing is 140 kips, Determine the size of the footing (B x B) if the Factor of Safety (F.S.) is 3.0. Ground surface ЗА B-? Silty Sand Fig.1 A 68-ft long pre-stressed concrete pile with square cross section (14 inch) is driven into the soil profile shown in Fig. 2. Compute the ultimate compressive load...
A footing for a sign post is to be placed on the soil profile
shown below. The structural loading is PDL = 45 kips and PLL = 10
kips. The sand and clay layers have the properties as shown below.
The clay is the same material as tested in problem 1. Check the
soil strength (i.e., bearing capacity) and settlement under the
applied loading and evaluate the suitability of the proposed
construction. Assume the footing diameter to be 6ft.
DL...
Based on consideration of bearing capacity only and using
Terzaghi’s bearing capacity factors, design the size of the square
footing shown below for use in a commercial-residential building.
Results from direct shear tests performed on samples from the site
are shown below. Water is very deep.
Column Load 300 kips 5 ft Compacted sandy clay: Y 115 pcf Effective Stresses at failure Test No. ơ'N (psi) 10.9 21.8 32.6 t (psi) 7.4 12.0 16.0
Paragraph Styles Answer the following questions based on chapter 18 of the Building Code. 1. A five-foot rock core was taken, based on the sketch of the core, Recovery a. What is the Recovery(REC)? b. What is the Rock Quality Designation (RQD)?h c. What is the allowable foundation bearing pressure in tsf? Display Settings Focus / DA 5 d. What is the maximum allowable pile load in tons for a closed ended pipe pile bearing on class lb rock? e....
Problem No 1 (30 Marka) Apl lading test was camied out on smal Kale fondron footing, 0.3 m square, .depeh 1 mi dry sand. Theets is shown in Fig 1-1 (20 Marks 0 20 00 20 Loadina Fig. 1-I The results of plate oading les Detenine elastic modulius(E) from plate loading est De emi e tition畩(6"om plate loading ts cohesion-o Determine the dimension of a square foing to resist load at 10000 N a the ame depth of 2 m...
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...
The column layout for a portion of a proposed building is shown in the figure. Three boreholes are located within this area with the subsequent SPT data shown. The Groundwater Table was measured to be at el. 775 at 2 weeks after drilling for BH3. Determine the satisfactory sizes for the column footings A2 and C3. The loads on these columns are given as: A2: Dead Load-100 KN, Live Load - 300 KN C3: Dead Load - 55 kN, Live...
Please solve problem 1 and show formulas used
Tables for reference:
Homework 6- Chapter 9 Problem 1: A crawler hoe having a 2 -cy bucket and whose cost per hour, including the wages to an operator, is $109 will excavate and load haul units under each of the stated conditions. The maximum digging depth of the machine is 22 ft. Determine the cost per bank cubic yard for each condition. (Condition 1: 315 bey/hr, S0.346/bcy; condition 2: 289 bey/hr, S0.377/bcy;...
pleas help me in this do any question you know using National
Electrical Code 2011
Applied Electricity NEC worksheet t hree Copper conductors with THHN insulation run in Electrical A branch-circuit Consther conductors. The conductor terminations are rated for a maximum ure in the area of this installation is not expected to exceed 30C size 8 AWG, the maximum ampacity of the conductors If the conductors for this circuit are permitted A 40 amperes. B. 50 amperes. to be used...
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