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Q: An overhanging beam as shown in Figure Q3 (a) is loaded with a uniformly distributed load of 25 kN/m…
A: For equilibrium RA = 0
Q: 3. Determine the strain energy of the beam shown in the figure below. The cross-seu beam is circular…
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Q: Determine the value of maximum shear stress Maximum principal stress-25.92 MPa Minimum principal…
A: Given data in question Maximum and minimum principal stress To find out Maximum shear stress
Q: H.W2 Determine the maximum deflection of the simply supported beam. E = 200 GPa and I = 39.9(106)…
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Q: 08 In ASTM C566-19 or the Standard Test Method for the Total Evaporable Moisture * Content of…
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Q: Your assigned problem: With a total flow of 14 cfs, determine the division of flow and the head loss…
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Q: 3. Determine the strain energy of the beam shown in the figure below. The cross-section of the beam…
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Q: Problem 1. A compound beam shown in the figure is fixed at point A, connection at B is a pin and C…
A: Asked: We are required to compute the reactions at A. In the given compound beam, we are provided…
Q: Problem Number 6. A simply supported beam has a length of 4m. The beam is carrying a 500N downward…
A: P = 500 N
Q: 4.26 The PDF of an initial variate with a gamma distribution is v(vx)k-1 fx(x) = ·e-"; x ≥ 0; k > 1…
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Q: An elliptical oil tank is 14 3/8" long with base diameters of 9 3/16" and 15 7/8". How many quarts…
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Q: A levelling fieldwork was conducted to determine the level of an existing road that runs road under…
A: Elevation:-The vertical difference between the two point is called Elevation. Levelling:- The…
Q: N 1200N 400 mm 150 5 mm tipico 20 mm 25 mm 20 mm (b) 45 mm
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Q: 18
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Q: Problem 1. Determine the axial forces, shears, and bending moments at points A and B of the…
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Q: Problem 1. Determine the axial forces, shears, and bending moments at points A and B of the…
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Q: moduar ratio m
A: Given: Grade of concrete M25 To find: modular ratio (m) Since Grade of concrete= M25 Hence, as per…
Q: Calculate the critical net area (mm2) for the tension member shown. The pitch and the gage are 50 mm…
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Q: Estimate the tile work, ceiling and paint of a two storey residential building with the 14.3m x 8.5m…
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Q: If there will be a heavy rain and 5m of rain will be poured over the weir, determine the time the…
A: Given, V = 1500,000 m3 H = 5 m
Q: 2. Consider the piping network shown. The pressure heads at points A and B are 80m and 52m,…
A: Pressure head at A, hA=80 m Pressure head at B, hB=52 m Head loss, H=80-52=28 m Hazen William…
Q: please base your answer on the given choices thank you 1.28kN-m 1.58kN-m 1.78kN-m 2.18kN-m
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Q: Problem Number 6. A simply supported beam has a length of 4m. The beam is carrying a 500N downward…
A: L = 4m
Q: 3. Determine the strain energy of the beam shown in the figure below. The cross-section of the beam…
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Q: Make a complete orthographic projection with correct measurements
A: To draw: ORTHOGRAPHIC PROJECTION Front view Top view Side view
Q: Q2// The two way slab shown in Fig.2, is to be designed to carry a service live load 5 kN/m² and a…
A: Two-way slab A two-way slab is one that is supported on all sides by walls or beams, has a…
Q: the critical DO
A: “Since you have asked multiple questions, we will solve the first question for you. If you want any…
Q: A 15m-thick soft clay layer
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Q: The face of the gate of a dam is in the shape of an isosceles triangle 4-m wide at the top and 3-m…
A: Force due to pressure of liquid is equal to the product of pressure at centroid of and the area of…
Q: Find the flow in the compound channel shown if the slope of the channel is 0.0006 and n = 0.025.…
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Q: PROBLEM 2: Use the area method. The beam shown is supported by a pin at A and a roller at D. The end…
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Q: Question 2 When providing controls for a construction project, a link traverse that consists of…
A: Given data:- Data shown in below table
Q: PROBLEM 2: Use the area method. The beam shown is supported by a pin at A and a roller at D. The end…
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Q: Compute for the latitude of Line 1-2 A +4.81 B) +5.79 +8.03 D -18.63 Question 11 Compute for the…
A: Data is as given
Q: With a total flow of 14 cfs, determine the division of flow and the head loss from A to B if C = 150…
A: To Determine Head loss from A to B Rate of flow in pipe 1 and 2.
Q: 3. Determine the strain energy of the beam shown in the figure below. The cross-secti beam is…
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Q: Determine the following: 24. Vertical reaction at A. 25. Vertical reaction at E. 26. Bar force at…
A: Calculation for truss reaction and member forces ####
Q: SOON - 2m 450 N 10m 1.01 (d)
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Q: 13. Calculate the force at member
A: Take moment about A∑ MA=0RL(30)-6(5)-6(10)-6(15)-1(20)-1(25)=0RL=7.5kN
Q: A * !!! 6m B 4.5m
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Q: Problem Number 7. Solve for all the moment reaction and forces in the frame shown, the frame braced…
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Q: PI = Sta 1+395.43 1 = 43° 39' Arc basis, D = 4° 15'
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Q: Af Find the stress in each cord of the system shown in fig. below if the cross section area of each…
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Q: 451.31 kN 398.19 kN 300.80 kN 203.48 kN 105.89 kN 6.00m 3.00m WEW 6.00m 3.30m 3.30m 3.30m 3.30m…
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Q: 3. Determine the strain energy of the beam shown in the figure below. The cross-section of the beam…
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Q: Solve
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Q: 23. Referring to problem 22, the value computed from the governing interaction equation or formula…
A: Pa = 1188KN
Q: ooking at the X direction, provide the front view, top view, and left-side view using the meter…
A: The isometric Front, and side. Top view of above drawing is given below:
Q: the true length of the line
A: To find: True length of Line
Q: 18. Determine the vertical deflection at the point where the 100N-m moment is located
A: Determination of Vertical deflection of a point where 100 Nm moment is Located ###
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- Sieve analysis test for fine aggregates was performed on a sample of fine aggregates and produced the following results: a. Calculate the percent passing through each sieve.b. Plot the percent finer in a semi-log gradation chart.c. What is the maximum aggregate size of the sample?d. What is the nominal maximum aggregate size of the sample?e. What is the fineness modulus? Is it in typical range?Example 2: Specific gravity test was conducted for a fine aggregate. If the following data was obtained during the test: - the saturated surface dry weight of the sample = 500 g. %3D - Weight of pycnometer full of water= 750 g - Weight of pycnometer and sample and water= 1050 g. - Oven dry weight of the sample is 475 g. for this aggregate, FIND - The apparent specific gravity. - The bulk specific gravity on an ssd basis. Percentage of absorption.Sieve analysis test for fine aggregates was performed on a sample of fine aggregates and produced the following results: a. Calculate the percent passing through each sieve. b. Plot the percent finer in a semi-log gradation chart. c. What is the maximum aggregate size of the sample? d. What is the nominal maximum aggregate size of the sample? e. What is the fineness modulus? Is it in typical range? Sieve Size, 9.5 4.75 3.35 2.36 2.00 1.18 0.85 0.60 0.425 0.30 0.25 0.18 0.15 (No. 0.075 Pan mm (in) (3/8) (No. 4)(No. 6) (No. 8) (No. 10) (No. 16) (No. 20)|(No. 30) (No. 40)|(No. 50)|(No. 60) (No. 80) 100) |(No. 200) Amount 25 59 75 86 115 136 169 192 225 198 173 112 90 33 12 Retained, g
- A sieve analysis test for fine aggregates was performed on a sample of fine aggregates and produced the following results below. Determine the following: a. Percent passing through each sieve (Tabulation) b. Plot of the percent finer in the Semi-Log Gradation Chart c. Maximum Aggregate Size of the Sample (mm) d. Nominal Maximum Aggregate size of the sample e. Fineness ModulusSieve analysis test for fine aggregates was performed on a sample of fine aggregates and produced the following results: a. Calculate the percent passing through each sieve. b. Plot the percent finer in a semi-log gradation chart. c. What is the maximum aggregate size of the sample? d. What is the nominal maximum aggregate size of the sample? e. What is the fineness modulus? Is it in typical range? " Sieve Size, 9.5 4.75 3.35 2.36 2.00 1.18 0.85 0.60 0.425 0.30 0.25 0.18 0.15 (No. 0.075 Pan mm (in) (3/8) (No. 4) (No. 6) (No. 8) (No. 10) (No. 16) (No. 20) (No. 30) (No. 40) (No. 50) (No. 60) (No. 80) 100) (No. 200)| Amount 25 59 75 86 115 136 169 192 225 198 173 112 90 33 12 Datained.I 1. Determine the apparent specific gravity (G.), dry bulk specific gravity (Gs(OD)), SSD bulk specific gravity (Gt(ssD) and absorption capacity of a fine aggregate sample using the following data: Weight of sample in dry condition: 485 g • Weight of sample in SSD condition: 505 g • Weight of pycnometer with the sample and water: 1015 g Weight of pycnometer with water: 700 g
- A sieve analysis test was conducted for sample of fine aggregate and obtained the results as shown in Table Q1. Calculate the percent passing of each sieve and classify the fineness of fine aggregate based on fineness modulus analysis. (c)A saturated aggregate sample with an absolute volume of 5.05x10^-5 m^3 has a mass of 178 g before drying and 139 g after drying in an oven. Assume the water absorption by volume to be 59.18%. Determine the following: a. Specific gravity of the solid particles b. Mass specific gravity c. Void Ratio d. PorosityTEST PROCEDURE: 1. Dry the aggregate test sample to a constant weight at a temperature of 110 ± 5°C, then cool to room temperature. 2. Select suitable sieve sizes to furnish the information required by the specifications covering the material to be tested. Common sieves in millimeters are 37.5, 25, 19, 12.5, 9.5, 4.75, 2.36, 1.18, 0.6, 0.3, 0.15, and 0.075 mm (11 2 in., 1 in., 3 4 in., 1 2 in., 3 8 in., No. 4, No. 8, No. 16, No. 30, No. 50, No. 100, and No. 200). 3. Nest the sieves in order of decreasing size of opening, and place the aggregate sample on the top sieve. 4. Agitate the sieves by hand or by mechanical apparatus for a sufficient period. The criterion for sieving time is that, after completion, not more than 1% of the residue on any individual sieve will pass that sieve during 1 minute of continuous hand sieving. 5. Determine the weight of each size increment. 6. The total weight of the material after sieving should be compared with the original weight of the sample placed…
- Sieve analysis for fine and coarse aggregate is done, how can we say that those samples are good and how can we say that fine and coarse aggregate by computing the fineness modulus?1. Calculate the following properties for the data provided in the Table below for a coarse aggregate sample. a. Bulk SSD specific gravity b. Bulk Dry specific gravity A Bulk Dry Sp. Gr. = c. Apparent specific gravity d. Absorption capacity. В — С B Bulk SSD Sp. Gr. = В — С where A Apparent Sp. Gr. = А — С A = dry weight B = SSD weight C = submerged weight В — А (100) A Absorption (%) Weight of Pan + Oven- Dry Aggregate Weight of Pan Weight of Submerged Aggregate Weight of Pan + SD Aggregate 0.8495 Ib 1.9885 lb 0.6870 lb 1.9630 Ib 2. If the Moisture Content of a stockpile sample of the same coarse aggregates is 1.85 %, what is the moisture state of aggregate sample? Select from the four standard moisture states. Explain how you arrived at the answer. 3. If Bulk unit weight of coarse aggerates is 98 Ib/ft³determine the % Voids of dry-rodded aggregate. Youlk S.G(Bulk Dry)*Pwater %Solids * 100 4. Determine the % solids for 2 cases discussed in pre-lab video by using below data.…Qиestion no.08 The result of specific gravity test is given below Weight of saturated aggregate in water =618gm Weight of oven dry sample = 982 gm Weight of saturated surface dry aggregate = 990 gm (i) Calculate the specific gravity of aggregate?