QUESTION 17 The PCL of excavation is: 95.20 m 81.80 m 85.60 m O None of the answers are correct QUESTION 18 The volume of excavation is: O 340.23 m3 O 358.00 m3 391.38 m3 O None of the answers are correct QUESTION 19 The cross section area of foundation footing is: O 0.14 m2 O 0.18 m2 O 0.11 m2
Q: 1) For the foundation sitting on top of the 5m thick soil calculate dimension. (Factor of Safety:3)…
A: Given: A square foundation resting on uniform sand as shown in the figure Given SPT N value= 9…
Q: 17.6 Refer to Problem 17.5 and Figure 17.15. Suppose a footing (2 m × 2 m) is constructed at a depth…
A: Obtain the values of N60 and γ from the given bore log at the depth of 1.5mN60=8 and γ=18…
Q: Correction: Round off your answer to the nearest multiple of ten. * A 3.2 m x 3.2 m square footing…
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Q: A footing measures 1.60m x 1.60m with reinforcement, x-bar = 8 and y-bar = 8. Compute the quantity…
A: The primary reason for the foundation is to hold the design above it and keep it upstanding. In…
Q: Q/ For the following plan of building foundation, Determine immediate settlement at points (A) and…
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Q: PROBLEM 9: A dam 4 m. on top, 18 m. at the bottom and 24 m. high has water 20 m. deep acting on its…
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Q: B- Describe standard penetration test and its application in foundation engineering Values of N. 9 =…
A: Brief concept- Standard Penetration Test (SPT)- It is a field test and it is used to determine the…
Q: 42' 12' 26' 26 15' 42' Figure 1
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Q: 2. Given the following foundation plan Dimensions of F1 = 1.5m x 1.5m F2 = 1.7 m x 1.7 m F3 = 1.9 x…
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Q: A square column foundation carries a load of 440 kN and has a footing dimension of 1.5 m by 1.5 m.…
A: Given, load =440 KN Footing dimension =1.5m x 1.5m Clay layer settlement
Q: 1. Suppose you are to construct a column footing for your project. The 600x600x250mm footing has its…
A: NOTE: We’ll answer the first question since the exact one wasn’t specified. Please submit a new…
Q: The square footing shown in the figure carries a load of 3500 kN. Assume that the stress below the…
A: As per Bartleby policy i can answer only one question at a time. Please upload other questions…
Q: Assume the boring(s) and/or CPT(s) to characterize the site will extend to the same depth. Based on…
A: As per the problem, the building is a multi-story steel-framed building. also, the structural…
Q: Please round to the nearest One (i.e., 1). No Comma! The results of a plate-load test in a clay soil…
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Q: A square footing shown has the following details: Unit weight of soil = 15.9 kN/m³ %3D Saturated…
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Q: Question attached
A: GIVEN DATA:- LENGTH L=1.5M WIDTH B=1M DEPTH D=1M SOIL FRICTION ANGLE=25 COHESION C=50KPA UNIT WEIGHT…
Q: For the rectangular footing shown in Fig. (4), if B = 4 m find: a) Length of footing (L) b) Depth of…
A: To determine the length of the footing: Pu =1.4 PD +1.7 PL = 1.4 X 1200 + 1.7 X 800 + 10% of…
Q: Define the method for estimating the settlement of shallow foundations on sands presented by Arnold…
A: In geotechnical engineering, it is important for an engineer to calculate the settlement in…
Q: for the combined footing shown; a) Calculate the column loads Q1 and Q2 that produce the soil…
A: Net compressive load,Qtotal=Q1+Q2Net Moment,MNet=Q2×2.5-Q1×1.5Soil pressure at left most point can…
Q: . During the sub-surface investigations for design of foundation, a Standard Penetration Test was…
A: ● Given:- Test was conducted at 4.5 m below the ground surface and there many other data. We have…
Q: The volume of a foundation being excavated is 148 cu. ft. The lower base is having an edge of 3 ft…
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Q: 1)For the foundation sitting on top of the 5m thick soil calculate dimension. (Factor of Safety:3)…
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Q: Question Attached
A: Question is based on strip footing, Size of footing , Load on footing and spt value with…
Q: Circular foundation diameter B = 2m G.S. 1.0m Sand q = 150 kN/m² 0.5m W.T. Sand 0.5m V'sat:÷ 19:kN…
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Q: Calculate vertical stresses at depths of 3, 6, and 12 ft under the center of The footing?
A: Given : - Strip footing of wide = 10 ft =3.05m (Feet to meter convertion) - Pressure…
Q: Foundation Engineering Homework: The allowable settlement for a continuous footing shown in the…
A: Assume constant stress will go below the base of the foundation.
Q: QUESTION 6 Drilled shaft foundation is built in sands and has the following dimensions. Soil has a…
A: Given, Unit weight of soil (γ) = 120 pcf N60 = 14
Q: Question 52 What is the MAXIMUM elevation variation of anchor rod tops from the foundation? 1. 1 2…
A: In the design of Column base plate, there are variations arise due it's construction in Anchor bolt…
Q: A shallow foundation is to be constructed on a sandy soil layer underlain by clayey soil as shown in…
A: Given Data, Compression index(Cc)= 0.25 Initial Void Ratio (e0) = 0.9
Q: Calculate the ultimate bearing capacity per unit area of: (i) A strip footing 1 m wide (ii) A square…
A: Given data- strip footing 1 m widthunit weight of the soil γ=1.8 t/m3=18 kN/m3cohesion c=2 t/m2=20…
Q: Please round to the nearest One (i.e., 1). No Comma! The results of a plate-load test in a clay soil…
A: We have to find estimated settlement of the foundation.
Q: A foundation is constructed in a soil with the following parameters: c' = 5.0kN/m? y = 18.5 kN/m³ Ø'…
A: The given data is: B=2 m L=3 m C'=5 KN/m2 Q=3000 KN M=300 KN-m calculating eccentricity:…
Q: The soil profile for a future building construction site is shown in the following figure. The…
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Q: Home work: Q1/ Determine the total immediate settlement of the rectangular footing shown in igure…
A: Calculating the stress at the base before placing footing: σ0=γZ σ0=20×1σ0=20 kN/m2
Q: A strip footing shown is resting on loose sand has the following data (refer to figure h = 0.95 m…
A: Given C= 12 kpa Angle of internal friction= 30°
Q: Two identical rigid foundations are given. Calculate the differential settlement ratio (8/L) after…
A: The given data is: Stf=0.75 mv H∆σ mv=0.2 m2/mN For A, H=3 m For B, H=4.5 m
Q: QUESTION 3 (a) Define the following terms with sketches where appropriate: i) Rock deformation ii)…
A: Engineering geology is the study of the existence and occurrence of the rock or earth strata above…
Q: 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…
A: We are authorized to answer one question at a time since you have not mentioned which question you…
Q: For the strip footing shown. Calculate the reduction percentage in the bearing capacity of the soil…
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Q: Question (4): A 2.5 x 2.5 m square footing is to be placed on clay overlying sand as shown in figure…
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Q: The results of a plate-load test in a clay soil are shown below. The size of the plate is 0.41m x…
A: Clayey soil Plate size .41m * .41 m Foundation size 3*3 m Load 2700kn Settlement of foundation ?
Q: Plate load test performed on a uniform deposit of sand and the following observations were recorded.…
A: curve B/w pressure and settlement for pile load test
Q: Calculate the soil bearing capacity of a soil under a strip footing at a depth of 2.5 ft and 4 ft…
A: Given: Width, B = 4 ft Depth, D = 2.5 ft Angle of friction = 30° Unit weight of soil = 133 lb/ft3…
Q: 1) For the foundation sitting on top of the 5m thick soil calculate dimension. (Factor of Safety:3)…
A:
Q: A square footing 3 m x 3 m is supporting an axial load of 650 kN. The weight of the soil is aasumed…
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Q: Describe about the relationship between foundation settlements and soil conditions.
A: Foundation settlement is defined as the displacement of soil mass in vertical direction due to…
Q: A square footing is shown in Figure P3.10. Using a factor of safety of 6, determine the size of…
A: The given data is: γ=15.7 KN/m3c'=0θ=30°γsat=18.9 KN/m3c'=0θ=30°
Q: Please round to the nearest One (i.e., 1). No Comma! The results of a plate-load test in a clay soil…
A: Given:- The size of the plate is 0.58m x 0.58m. If a square column foundation (3m x 3m) that should…
Q: Q₁ a: Compute the depth of drilling required for site investigation purposes. The type of foundation…
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Q: 1)For the foundation sitting on top of the 5m thick soil calculate dimension. (Factor of Safety:3)…
A: Given; A=7 B=3 Q=A×100=7×100Q=700 kNAndM=B×3=3×3M=9 kN-m FOS=3
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- Please show service moment of asd too. Thank you so muchbint Pr X y Term ProjectCx y SURP 816: Phy X E TEC 3739 Gro x M V Lab Example E Foundation HV x Phase 2 Repor X A asulearn.appstate.edu/mod/quiz/attempt.php?attempt=3358733&cmid%3D2173348 as learn A ULC C3739-101_MATERIALS AND STRUCTURES III (SPRING 2022) ard/ My courses / Spring 2022 / TEC3739101-12999202210 (SPRING 2022) / HOMEWORK / Foundation HW - Part III (Due date: 04/04/2 n1 Please round to the nearest One (i.e., 1). No Comma! The results of a plate-load test in a sand soil are shown below. The size of the plate is 0.275m x 0.275m. If a square column foundation (5m x 5m) that should carry a load of 5000kN, what is the estimated settlement of the ed out of foundation? Load/unit area Settlement Load/unit area (kN/m?) (KN/m?) (mm) 800 200 400 600 200 6 300 10 400 13 500 20 20 600 29 30 40 50 60 70 Answer = mm MacBook Air Settlement (mm)Question 48 schedule is a schedule in which the resources for a project are assigned to activities so the activities can be closely monitored. O resource-loaded O time-loaded A look-ahead O preliminary amazon Bcer F12 Scr Lk Artêtdéf PrtSclimpréc SysRg/Syst. F4 F5 F6 F7 F8 F9 F10 F11 Bre VA
- No need explantion, thank you.b) Classify each work breakdown structure for the proposed two-storey according to the three (3) construction stages? FABRICA TION FABRICATION OF OF FORMWORKS (REINFORCING BARS SEEL TRUSES ABRICATION OF BUILDING PERMIT (CONSTRUCTION OF TEMPORARY FACILITIES (CLEARING AND GRÜBBING DEWATERING (IF ANY) PLACEMENT OF REINFORCING BARS OF FOOTING FOUNDATION MOBILIZATION STAKE OUT EXCAVATION SOL POŠONING INSTALLATION OF REINFORCING BARS OF CONCRETE HOLLOW BLOCKS (CHB NSTALLATON CE STARTER BARS OF COLUMNS ----- SOIL POISONING OF STRUCTURAL BACKFILL COMPACTION OF STRUCTURAL BACKFILL CONCRETE, POURING OF FOOTING AND TE BEAMS PROVISION OF FORMWORKS FOR TE BEAMS INSTALLATION OF REINFORCING BARS FOR TIE BEAMS ACKFILL INSTALLATION OF REINFORCING B ARS FOR GIRDER AND BEAMS INSTALLA IION OF ELECTRICAL CONDUI TS INSIDE THE COLUMNS (IF ANY) L------- ------ INSTALLATION OF SHRINKAGE AND TEMPERATURE REBARS CF SLAB-ON-GRADE PREPARATION OF FORMWORKS FOR COLUMNS POURING OF CONCRETE AT MID OF COLUMN HEIGHT…Home-Work 1 Q1:- what is the function of the Substructure and Superstructure in the Building. Q2:- for the given building shown below determine the Substructure and Superstructure of the Building Roof Second Floor Ground Floor