8inch ↓ 12 inch ←
Q: Questions 1. What is the soundness of cement? 2. What is the purpose of soundness test? 3. How is…
A: There are various physical and chemical properties of cement, which affect the setting time,…
Q: 2. Using conjugate beam method determine the value of Eld at the point of application of the 200 N.m…
A: Given Data Find the deflection at 200 Nm using conjugate beam method.
Q: A -2 m- - 2 m 2 m 15 kN.m B
A: Shear and bending moment diagrams are analytical tools used in conjunction with structural analysis…
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Q: Gasoline has a specific weight of 42.5 lb/ft³, flows in a pipe enlargement from 2.05 in. iameter to…
A: D1=2.05in D2=3.71in To find velocity v1
Q: 2. Construct the influence line diagram for the bar force in member HK of the truss shown. Determine…
A: Since you have asked multiple questions, we will solve the first question for you. If you want any…
Q: Q10) Draw the influence line for the force in member GD, then determine the maximum force (tension…
A: Given A uniform load of 3 KN/ m is acting on the bridge deck.
Q: Refer to the closed traverse in the following figure. 1.) The interior angle B, which is unknown.…
A: Data given Find: 1) The interior angle B, which is unknown. 2) Determine the azimuth from South of…
Q: Q1/ The average price of gasoline in 2005 was $2.31 per gallon. In 1993, the average price was…
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Q: Determine for the slope at support C and B, and deflection at every 0.5m interval. Take E =…
A: Lets Use MACAULAY'S Method for determining the Slope at Support B,C and Deflection at every 0.5 m…
Q: 9.85 Compute I, and I, for the shaded region. 1 m 6 m 1 m 1 y 3 m 6 m -1 m Fig. P9.85
A: Given,
Q: Given: g1 = - 2% == g2 = + 3% BVC Station = 16+50 BVC Elevation = 112.00' L = 400.00' What is the…
A: The answer is 18+10.
Q: The angle of intersection equal to 172, what is the chord distance of the curve (in meters) if the…
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Q: Draw the precedence diagram for the following project (The network that represents the project).…
A: Given data, * Uploading Gantt Chart * Duration = 33 days * Assuming Start Date = 24.01.20, * Exp…
Q: ISA 75 x 75 x 8 mm serves as tensile member. This angle is welded to a gusset plate as shown in…
A: Note : This question is related to Indian Standard Code as asked in the problem. Given data, ISA…
Q: : Design the steel reinforcement for flexural for the beam shown in the fig. below. given f'c-28…
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Q: For equal tangent vertical curves, the horizontal distance from the BVC station to the PVI station…
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Q: The helical spring shown is axially loaded with a compression force P equa The mean diameter of the…
A: Given : P = 5 kN Mean diameter of spring = 100 mm To Determine :
Q: The consolidation rate data presented in Table 2 (next page) correspond to the 20 to 40 kPa load…
A: Given data: The initial height of the sample, Ho= 25.4 mm Drainage is provided in the both sides of…
Q: If P = 114 kN, determine the normal stress produced at point H of the pier support shown.
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Q: 8.5) A long trapezoidal channel is lined with dry rubble masonry, and has a bed slope of 1 in 7000.…
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Q: Air is flowing in pipe as shown in figure. If u = 10 m/s, the manometer reading is (use g = 10 m/s².…
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Q: At an axial load of 25 kN, a 40-mm-wide by 20- mm-thick polyimide polymer bar elongates 3.0 mm while…
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Q: Question- A valley curve in formed by an descending gradient of 1 in 25 meeting an ascending…
A: Given: A valley curve in formed by, A descending gradient of 1 in 25 An ascending gradient of 1 in…
Q: As per IS 800, the efficiency of a riveted joint having the minimum pitch is: 1. 60% 2. 70% 3. 40%…
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Q: The section of a gate at the end of a tank is shown below. The length of the gate is 3 m normal to…
A: The unit weight of water, γw = 9.8 kN/m3 Parabolic gate, y2 = 5x The length of the gate, L = 3 m The…
Q: The cross-sectional elevation of an arch dam is shown in Figure below. The dam is onstructed from…
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Q: 1 m 30 mm B 4- Determine the maximum allowable load P that can be applied to member BC without…
A: Given : F.S. = 3 Est = 200 GPa To Find : Determine the max. allowable load P that can be applied to…
Q: Following are the measured values of the angle 'A' with their respective weights. ZA = 56°15'00';…
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Q: b) The following 2 beams are the actual structures, we are asked to statistically analyze them in…
A: Idealization of Structure: The idealization of structure is carried out by converting the actual…
Q: (12+N)KN 24 m (8+N)KN B 10 m
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Q: Determine the drawdown at a distance of 50 m from a well pumping constantly at 50 US gpm after one…
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Q: Q- Water is flowing in a rigid pipe, the pressure wave travel will velocity (c) 950m/s. The value of…
A: Given- Pressure wave travel will velocity = 950m/s, Compressibility of fluid C= 6×10–10 , Velocity…
Q: Problem 4. Determine the maximum deflection and slope. [5+0.5a] kN/m A 3 m [2.5+0.25b] kN B 3 m C a…
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Q: A roadway sign that weighs Py = 11 kN is supported by a structural pipe with an outside diameter of…
A: Given Px=24 KN Py=11KN
Q: 2. Determine the bar force in member BD. Use Method of Joints. D ww 097 A E /m 10 B 25 kip, 25 kip…
A: Given Data Find the forces in the member BD using method of joints.
Q: Q3) Draw the moment diagrams for the frame. Assume the frame is pin connected at A, B, and C and…
A: Given: Required: Moment diagram of the frame
Q: At the proportional limit, a 20-mm-thick x 75- mm-wide bar elongates 5.7 mm under an axial load of…
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Q: Problem statement The data pertaining to a stream-gauging operation at a gauging site are given…
A: Given: Distance from left water edge (m) 0 1.0 3.0 5.0 7.0 9.0 11.0 12.0 Depth (m) 0 1.1 2.0…
Q: 1. Locate the centroid of the shaded area figure shown. Yo 1ft 3 ft 2 ft 9 ft 6 ft -Xo
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Q: The Horton's infiltration equation for a basin is given by f = 6 + 16e-²t, where 'f' is in mm/hr and…
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Q: Q2. A 40 mm diameter jet has a velocity of 25 m/s. Calculate the resultant force on a large flat…
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Q: 2. Determine the force in each member of the truss shown in Figure 2. Use method of Joints. State…
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Q: 4.C.2 Liquidity index, LI, defined by Eq. (4.26), can indicate probable engineering behavior…
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Q: Determine the reaction at B for the beam shown below. 100 KN -3 m O a. By=115 kN ↑ O b. By = 120 kN…
A: Given, UDL = 20 kN Point load = 100 kN Length of beam = 12 m
Q: Q1. Determine the approximate axial forces, shears, and moments for all the members of the frame by…
A: The portal method is generally used for the short frames that are deforming like in shear mode .…
Q: An oil of specific gravity 0.8 is flowing a venturi meter having inlet diameter 20 cm and throat…
A: Given- Specific gravity of oil SGoil=0.8, Inlet diameter D1=20 cm=0.20 m, Throat diameter D2=10…
Q: A body of dimensions 1-5 m x 1.0 mx 2 m, weighs 1962 N in water. What is the weight of the body in…
A: Given- Dimension of the body- 1.5 m×1.0 m×2 m, Apparent weight-Wapparent=1962 N,g=9.81 m/s2 It is…
Q: The same chain under the same tension was supported in four places by using two more engineering…
A: Given: Length= 100 ft Supported at 4 ends Error due to sag when supported at 2 ends is 0.7233 ft…
Q: 2. For the following cantilever: (a). Determine the force P in the prop for zero bending moment at…
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- A beam is subjected to equal bending moments of M₂ = 2800 N.m. The cross-sectional dimensions are b = 150 mm, c = 27 mm, d = 72 mm, and t = 8 mm. Determine: (a) the centroid location (measured with respect to the bottom of the cross-section), the moment of inertia about the z axis, and the controlling section modulus about the z axis. (b) the bending stress at point H. Tensile stress is positive, while compressive stress is negative. (c) the bending stress at point K. Tensile stress is positive, while compressive stress is negative. (d) the maximum bending stress produced in the cross section. Tensile stress is positive, while compressive stress is negative. M₂ M₂ (typ) b H K2) Find the next term in the sequence below. -6,-1, 4, ?x³-7x²+10x If lim x→2 is an indeterminate form then which of these x2 +x-6 will give the first step to find its limit? Зx2-14х+10 lim x→2 2x+1 а. (2)³–7(2)²+10(2) lim (2)² +(2)–6 x→2 O b. lim x-2 3(2)²–14(2)+10 2(2)+1 С. x3-7x2+10x lim x→2 x2+x-6 O d.
- Structure w:- Analyze by the Con Sistend defor madion_method defor mation method EXH- the bean shown and then D raw S-F D and B-MD EI Canstamnt- sol. .A. 3+0 i Stad Indeteminade 3m to the 1st degree- one redundant) (M)E (2) |(* +here S priman det- Aio choose RB () redundant. as. 84 36 Str. nd3)=Rc(10) ieRc=367 Fjeo1 RA =84 KN1 mi * SMA= 0,4 Ix6=RCAlo RA=0.4 Sec. orig. timits. AD 0--3 84X AB 36 84x-12olk-) oi4 ¥3+X) 0 384(x-3)-120(x) 0-47 CB 36X4" rodlius 12" 木 (6) Emd the condorand, c- (a) C = %3DEquivalent:G = 6M = 4L = 8
- Classify the structure is statically determinate (write SD), statically indeterminate (Write only the degree of indeterminacy say SI 2 degrees; i.e. 2), or unstable (write U). Blank 1 ... Blank 1 Add your answerDetermine the center of mass in y axis (ỹ) of the homogeneous solid block. L = 0.61m L 3L 1.8 m y 4L 3L - Ancwor:Q5-1 A-Solve the following 2nd ODE by Laplace transformation ex 12 +4-0 213 y" + 4y = 0. y(0) = 2. y'(0) = 2 Ge