Question 19 .-/0.2 The cross section area of foundation footing is: (1 0.14 m2 2 0.18 m2 3 0.11 m2 4 None of the answers are correct
Q: QUESTION 8 The slope factor for bad soil is: O 1:3 O 1:1 O 1:2 None of the answers are correct…
A: Question 8 The slope factor for bad soil is 1:1 because the soil cannot stand it the slope is more…
Q: : Given e-o5 ,0.8% 1:0 a Sand coith Gro267- for Required what is thearitial hydraulic gradient (Ce)…
A:
Q: Example (6-3): For the site shown in Figure below (the same site as in Example 6-2), water table…
A: given unit weight of soils 1, soil 2 , soil 3, soil 4 are 18.2, 19, 18.5, 19.2 kN/m3 Water table is…
Q: 1. Volume of excavation for the foundation with depth 0.2 m 2. The amount of construction materials…
A: All the details of the plan and footing are given in question.We will use long-wall short-wall…
Q: Approximately 50 cubic yards of clayey soil are excavated for a utility trench. The water content…
A:
Q: A 25 ft thick layer of stiff, saturated clay is underlain by a layer of sand. The sand layer…
A:
Q: Approximately 50 cubic yards of clayey soil are excavated for a utility trench. The water content…
A: According to given data pproximately 50 cubic yards of clayey soil are excavated for a utility…
Q: Given the follow an earthworks fo
A:
Q: Find dry density of soil
A: Introduction : The given question is related with geotechnical engineering . In this question we are…
Q: A 100-ft diameter cylindrical tank with an empty weight of 300,000 lb (including the weight of the…
A: According to given data A 100-ft diameter cylindrical tank with an empty weight of 300,000 lb…
Q: Assuming the bedrock is impermeable, determine the time it took the clay layer to reach 90%…
A:
Q: SITUATION: A rectangular footing, a= 3.5m, b = 2.5m, has a thickness of 700 mm. The column load is…
A: soil pressure The earth pressure is also known as soil pressure. Pressure is described as an…
Q: The areas of the cross-section of an excavation are 3,987.23 sqm, 4,659.01 sqm, and 3,876.30 sqm.…
A:
Q: A rectangular column footing is to be designed to carry the following column loads: PDL = 850 kN MDL…
A: Column size 500* 500mPDL = 850 kNPLL = 690 kNMDL = 160 kN-mMLL = 190 kN-mL= 1.4Bf'c = 27.6 MPafy =…
Q: Total excavated soil The amount of backfill needed utilizing the excavated soil considering…
A:
Q: Q8. What is liquid limit of soil.
A:
Q: Calculate the Maximum depth of excavation for clayey Soil for noneed to use sheet Ale ? excavation…
A: Given,γ=20 KN/m3C=60 Kpaφ=0°
Q: Although this soil has only 6% nonplastic silty fines, it has everything else! It has gravel content…
A: We need to find whether the soil is coarse or fine Fines =6% <50% so Coarse grained soil
Q: roblem 2. A clay layer thick rests beneath a deposit of submerged sand 26ft thick. The top of the…
A: solution Given a top of the sand is located 10ft below the surface of the lake saturated unit…
Q: The embankment for a highway 5097 ft long, 104 ft wide and 6 ft in compacted thickness is to be…
A:
Q: The embankment for a highway 5097 ft long, 104 ft wide and 6 ft in compacted thickness is to be…
A:
Q: SUBJECT: SOIL MECHANICS A. Determine the approximate size of the soil CHOICES: a. 0.079mm b. 0.093mm…
A:
Q: 1- Depth of B.H ==> depth of borehole 2- Bearing capacity for the soil under the footing. ==>…
A: Consider the free body diagram;
Q: For the old building, the water table was 2m below the ground surface, if the water table lowered…
A: Initial water table 2 m below the ground surface Final water table 8 m below the ground surface The…
Q: Estimate: 1. The required drop height 2. Spacing of the drops 3. Number of drops required 4. Number…
A:
Q: 2. For a saturated soil, show that, 1+wsat Ysat 1+wsatGs' eS, = G3YW %3D and
A: In 2nd relationship yw is given wrong. This value should be 'w' water content.
Q: Q- To provide safety against piping failure, with a factor of safety of 5, what should be the…
A: Given data- FOS=5Specific gravity G=2.5n=0.35To Find-maximum exist gradient.
Q: A septic tank is to be constructed to serve for a family of 8 persons. The size of a septic tank is…
A: Given data- Total number of people=8Size of the septic tank=2300 mm×1500 mm×1500 mm
Q: A clay layer, whose total settlement under a given loading is expected to be 11cm settles 3cm at the…
A: given data: total settlement=11 cm after one month settlement=3 cm
Q: A five-story office building is to be built on a site underlain by moderately uniform soils.Bedrock…
A: Consider the given data A five story office building Depth over =200 mWide=50 mLong=85 mDepth =1 m…
Q: The site soil consists of loose sand that are dry within the top 3 m and saturated below The present…
A: While leading an foundation examination, engineers should administer subsurface boring, the…
Q: Question 22 --/0.2 The volume of concrete of foundation wall (for height of excavation 1.40 m) is:…
A: Note:- Hi! Thank you for the question, As per the honor code, we are allowed to answer three…
Q: A layer of fine sand exists over a stratum of impervious rock. The sand layer is 6.25m thick. The…
A: Permeability=K=0.18 m/secNet head causing the flow=H=1.25+2.5=3.75 m
Q: a) Sre = wo b) Gspw / c) Ms / V d) Ph/ 1 +
A:
Step by step
Solved in 3 steps with 1 images
- Content NWP Assessment Builder NWP Assessment Player X we (353) how to compute fo b Search results for 'A solic G from education wiley.com wasfo nent player/index.html himano Deore M6.. PIU: 0261-3069(92)9 + Assessment 2 Question 7 of 10 - / 10 A composite assembly consisting of a steel [G = 80 GPa] core (2) connected by rigid plates at the ends of an aluminum (G = 28 GPa] tube (1) is shown. The cross-sectional dimensions of the assembly are shown in the second figure. Assume L = 400 mm, D, = 60, d, = 30 mm, d, = 24 mm. If a torque of T 800 N-m is applied to the composite assembly, determine %3D (a) the maximum shear stress in the aluminum tube and in the steel core. (b) the rotation angle of end B relative to end A. (1) (2) 7. (1) dz di D Answers: 12 13 15 f6 17 18 f9 f10 f12 DX pause brea & 2 6 7. 8 5F3 C The document typically marking the beginning of a project is called a O Substantial start Notice to proceed 4 $ Request for information Substantial completion 1.8 F4 R F [ C || V F5 % 5 T G F6 ‹ CO 6 B W ✈ F7 Y H & 7 F8 U N * 00 8 J F9 M 019 9 F10 K 76°F Light rain ☀- O F11 9 $0I included the table incase it was needed
- A MarketV X bg Isaac Fra X com/course.html?courseld=172779808OpenVellumHMAC=83742633e6e9579bef30313512e3229e#10001 身口 M Review Part A A paper tube is formed by rolling a cardboard strip in a spiral and then gluing the edges together as shown in (Figure 1). The paper is 1.0 mm thick and the tube has an outer diameter of 100 mm. Determine the shear stress acting along the seam, which is at 50° from the horizontal, when the tube is subjected to an axial compressive force of 200 N. Express your answer to three significant figures and include appropriate units. HA Tz'y = Value Units Submit Request Answer Figure 1 of 1 < Return to Assignment Provide Feedback 40° 200 N 200 N 100 mm P Pearson 11:05 F Copyright © 2022 Pearson Education Inc. All rights reserved. | Terms of Use | Privacy Policy I Permissions | Contact Us | 5/5/20 58°F Mostly cloudyD 1 CHW11 Problem 9.17 The weights of the two boxes are W₁ = 50 lb and W₂ = 50 lb. The coefficients of friction between the left box and the inclined surface are s = 0.12 and p = 0.10.(Figure 1) Figure 30° 30 W₁ W₂ 1 of 1 ProvidHelp
- FOR ALL PROBLEMS, DETERMINE THE AFD, SFD, AND BMD MAKING SURE TO SHOW AL WORK REQUIRED To OBTAIN EACH DIAGRAM. 3 kip 10' D 20'23 - What is the name given to the document in the figure below? A) CadastreB) SheetC) RöperD) Map plan exampleE) Title DeedStep by step solution and neat and clean handwritten
- H.w e Construct the PERT JNet work shown below and determine the expected finish date f Probabilty of finishing the for the data works in 25 months Activity a 6 15 5-10 5-15 1o-20 4 to 15-25 4 7 12 20-45 25-30 4 25-35 30-40 4 35-40 2. 3 4 4 40-50 45-50 50-55 %3BPLease show all calculations necessery for floor plan 1 thanksPROVIDE COMPLETE SOLUTION