2. A. What is the ultimate load, Q, the foundation can carry for a factor of safety of 3? L-1.0 m Y- 17 kN/m - 30° C-5 kN/m 1.0 m -B-1.0 m-
Q: For the mat foundation shown below (Fig. 4), the quetall) for the soil is 75 kN/m². The colum and…
A: Solution: Given data: qnetall=75 kN/m2 Considering the diagram:
Q: after the tank
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Q: Discuss about Ultimate Bearing Capacity and types of bearing capacity failures
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Q: For the square foundation shown below, compute the allowable bearing capacity (FS = 3). Use the…
A: Given: The factor of safety is 3. The depth of the footing is 4 m. The angle of internal friction is…
Q: )A foundation is shown in Figure, with e-0.15m and e0.4m. Determine the ultimate load, Q Depth of…
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Q: The load transferred from the column on a single square foundation is 300 kN and the bearing…
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Q: A building has to be supported over a raft foundation of dimensions 15 m x 25 m. The soil is clay…
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Q: According to the given information, it is desirable to determine the net allowable tolerable load by…
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Q: 2. A square foundation mat supports the four columns shown. Determine the magnitude and point of…
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Q: V=400 kN M=40 kN.m Square footing $ = 28° Yat = 18.0 kN/m³ 1.5 m 0.5m 1.0 m
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Q: QUESTION 2 Determine the maximum column load that can be applied on a 1.2 m * 1.2 m square…
A: As per our guidelines we are supposed to answer only one question. Kindly repost other question as…
Q: Question 2) For a shallow foundation shown below: A. Estimate the ultimate bearing capacity when the…
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Q: A column carrying an axial load of 3000 kN has a base plate 0.75 m X 1 m and transmits its loads to…
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Q: For the following plan (Factor of Safety:3) a. Assume as rigid and calculate the dimension b b. Find…
A: Given: The length of the foundation is 9 m. The load on col. 1 is 500 kN. The load on col. 2 is 400…
Q: (b) A residential building is to be constructed in Ghala. Strip footing is proposed for the walls of…
A: Pitched trusses, also known as common trusses, are defined by their triangular shape. These…
Q: The size of foundation is 2.0x4.0m, the depthd of the foundation is 2.0m, th e internal friction…
A: Given : Size of foundation = 2mX4m depth of foundation = 2m c = 10 kPa Ground water level = 2.5 m…
Q: 4 For the square Footing shown in the figure below Calculate net allowable bearing capacity of the…
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Q: Estimate the width (B) of the rectangular combined footing shown in figure, then find the following:…
A: “Since you have posted a question with multiple sub-parts, we will solve the first three subparts…
Q: A load of 1500KN is carried on a foundation 2m square at a shallow depth in a soil mass. Determine…
A: (a) for uniformly distributed load uniform pressure q=QA=1500 KN4=375 KNdevide given area in four…
Q: A column carrying an axial load of 30C0 kN has a base plate 0.75 m x 1 m and transmits its loads to…
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Q: A 2m x 3m spread foundation placed at a depth of 2m carries a vertical load of 3000 kN and a moment…
A: Expression of the modified width of foundation B' using the relation: B' = B - 2e Here. 8 is width…
Q: continuous foundation, supported by sand,
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Q: 3,500 kN/m2; and µs = 0.35. (Useful formula and table can be found from Appendix)
A: 5 images are attached to solve the following question
Q: 5. The shallow foundation measures 4 ft * 6 ft and is subjected to a centric load and a moment. If…
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Q: A continuous foundation is shown. If the load eccentricity is 0.2m, determine the ultimate load, Qu,…
A: e = 0.2m B = 2m Df =1.5m It has been asked in the question to determine the Ultimate load QU.…
Q: A building has to be supported over a raft foundation of dimensions 15 m x 25 m. The soil is clay…
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Q: A column foundation is 4 m x 2 m in plan. For Df = 1.4 m, cu = 153 kN/m2, ?ϕ = 0, and ?γ = 18.4…
A: Given foundation is shallow foundation and of rectangular plan in which B <L. Shallow foundation…
Q: Q- A raft foundation 1Om wide and 12 m long is to be constructed in a clayey soil having shear…
A: given- width B=10 mLength L=12 mshear strength C=12 kN/m2unit weight γ=16 kN/m3overburden…
Q: L-1.0 m Y-17 kN/m -30 C-5 kN/m? B-1.0 m- A. What is the immediate elastic settlement if the load Q…
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Q: A rectangular foundation has a dimensions B=1 m, and L=4 m, the depth of foundation Df=2.2 m, the…
A: Given data: B=1 mL=4 mDf=2.2 mγ=16.1 KN/m3 c=15 KN/m2Nc=10.16Nq=2.98Nγ=0.69 Fs=3
Q: Q2: An eccentrically loaded rectangular foundation (6ft x 8ft) shown below. Use factor of safety of…
A: Given: eccentric footing with the eccentricity of e=0.5 ft and length of footing =8 ft and width of…
Q: For the following cases, determine the allowable gross vertical load-bearing capacity of the…
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Q: A square shallow foundation is located at depth of 1m, in stronger sand. A softer sand layer is…
A: The ultimate bearing capacity of the square footing is qu = CNc+γDNq+0.4γBNγ where C - Cohesive…
Q: A foundation is to be constructed for a small residential building that is approximately 6.0 metres…
A: Area of component of footing i Strip footing area=0.6×8=4.8 m2iiPad footing=1.2×1.2=1.44 m2×2=2.88…
Q: A foundation carries uniform loads as shown. Determine the value of w (in kN/m). 70 kNlm 70 bNm fom…
A: Given information in question Footing / Foundation UDL Span dimensions To find out Value of W
Q: A <olumn carrying an axial load of 3000 kN has a base plate 0.75 m X Lmand transmits its loads to…
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Q: A <olumn carrying an axial load of 3000 kN has a base plate 0.75 m X Imand transmits its loads to…
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Q: The load transferred from the column on a single square foundation is 300 kN and the bearing…
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Q: Calculate the ultimate bearing capacity of a 2 m wide strip foundation embedded 2 m below the ground…
A: Figure is as shown
Q: 2. A machine foundation has a base dimension of 6m x 2m with a span of 5 m, has a weight equal to 5…
A: The given data is shown below: Base dimension=6m×2mSpan=5mBearing pressure=150 kPa
Q: Figure 5.16 shows a foundation of 6.25 ft x 10ft resting on a sand deposit. The net load per unit…
A: Answer Based on the given equation 5.33 and 5.41 and data for elastic settlement we need to find α,…
Q: The mat foundation shown in Figure 1 has dimensions of 60 ft x 100 ft. The total dead load and live…
A: Given Data: The dimension of a mat foundation is, A=60 ft×100 ft The total load on the mat…
Q: Find out the settlements of the mat foundation of 40 ft * 20 ft (Figure 2) using The Empirical…
A: The total vertical displacement generally happens at the foundation level and it is known as…
Q: Find the number of steel bars for a rectangular foundation that support an interior column of…
A: Given Data: Column Dimensions of 0.35m X 0.35 m DL = 700kn LL = 500 kn dia of steel bar = 20mm
Q: .5.) For the continuous foundation show below, determine the amount of ultimate load for each meter…
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Q: load on the foundation with a factor of safety of 3.
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Q: For the following cases, determine the allowable gross vertical load bearing capacity of the…
A: Hi there! since you have asked multiple questions, we will solve the first question for you. If you…
Q: According to the form and assumption of reliability coefficient 4, it is desirable to determine the…
A: Given data Depth Cross section Unit weight Angle of internal friction Eccentricity I will use…
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- Figure Q4 (a) shows a steel column connected at its web to two steel beams. The steel beam carries uniform load from their adjacent slabs. Describe how torsional action takes place by assumming fixed connection at base foundation. Sketch a diagram, if necessary to aid your explanation.Problem 4: Design the reinforcement for the footing, which supports the column of size 400 mm x 400 mm which carries an axial load and moment. The safe bearing pressure is 200 kN/m2, Grade of concrete is 30 MPa, Grade of steel is 460 Mpa, size of the footing is 3400 mm × 2800 mm, thickness of footing is 550mm. Take B=1.2. Working Vertical Load (kN) Moment (kN-m) Dead Load 660 50 Live Load 180 25Determine the size of the column base plate if the foundation where the steelcolumn will be placed is 1.50 m x 1.50 m. The concrete has a 28-day compressive strength of21 MPa.
- Repeat Problem 11.1 based on LRFD using the following factors: load factor for dead load = 1.25 load factor for live load = 1.75 strength reduction factor on the ultimate bearing capacity = 0.50 11.1 A continuous foundation is required in a soil where , , and . The depth of the footing will be 1.0 m. The dead load and the live load are 600 kN/m and 400 kN/m, respectively. Determine the required width for the foundation based on allowable stress design with FS = 3, using Eq. (6.10) and Table 6.1.Notice: This is only for REVIEW PURPOSES, this is NOT GRADED. A 100 lb block with a wide base is pulled by a force P and Us=0.4. Which force orientation requires the least force to begin sliding? Options: A. P(A) B. P(B) C. P(C) D. Cannot be determined E. None of the aboveQ1: The pad footing is used to support the axial loads 8000 lb and bending moment 2000 lb. ft. Determine the intensities W1 and W2 of the distributed loading acting on the base of footing for equilibrium. Steel Column BE0O Ib FIXED COMMECTEOA 2000 b EASE PLATE RC Footing w2 W1 40 in-
- A rectangular reinforced concrete beam has a cross-section dimensions b=400mm andoverall depth h= 800mm. The beam as shown in the image below carries asuperimposed dead load of 12 kN/m (excluding the self-Weight of the beam) andspecified live load of 20 kN/m. The beam has a compressive strength of 30Mpa andreinforcement yield strength of 400 Mpa a) What is the self weight of the beam? b) What is the modulus of elasticy and yeild strain of reinforcementA TIMBER BLOCK "B x B" mm SQUARE IS REINFORCED ON OPPOSITE SIDES BY A "B" mm AND 't' mm THICK STEEL PLATES. DETERMINE THE THICKNESS 't' SO THAT THE ASSEMBLY WILL SUPPORT AN AXIAL LOAD OF 1000 KN WITHOUT EXCEEDING A MAXIMUM TIMBER STRESS OF 12 MPa OR A MAXIMUM STRESS IN STEEL OF 350 MPa. MODULUS OF ELASTICITY OF STEEL AND TIMBER ARE 210 GPa & 7 GPa RESPECTIVELY. B t B t PROB 04A Steel Column is to be provided with a square steel base-plate with length of side of 500mm to spread the load on to a square concrete foundation block. 1. Calculate the maximum load to be carried by the column if the permissible stress of concrete is 4.5N/mm2. 2. Calculate the minimum plan dimensions of the square concrete foundation block .Assuming the concrete foundation block weights 150KN; Bearing capacity of the soil is 200KN/M2 I
- A regular block of concrete serving as foundation post to a structure has a cross-section of 50 cm x 50 cm and weighs 800 N/cu.m. Half of the post overall height of 200 cm will be buried without footing foundation. Also the concrete will carry an equivalent of 100 kN live load and 5 kN dead load from other equipment in the building. Compute the minimum bearing capacity of the soil.Using the mechanism method, determine the collapse load factor a for the portal frame shown in Figure Mp=855 kNm L=2 m(Steel Material S355) (prove your results with program solution) 0,1P Mp 727 1,131Mp L P/4 L P/4 L Mp L 1/2LQ2. Design the one-way slab as shown in Figure below to carry the live load 4.5kN/m². Concrete class C25 and steel fyk = 500 MPa. Assume any information required. 450 200 3 m 7m 3 m