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Q: 1. For the beam and loading shown, determine the maximum flexural stress (compression and tension)…
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Q: The oscillation of rod OA about O is defined by the relation e = (3/T )(sinTt t), where 0 and t are…
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Q: The beam supports the loads as shown in the figure. Using E=200 GPa, w = 22 kN/m, P = 35 kN and M =…
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Q: connecting two reservoirs. If the pipe length is 845 m and using 0.021, what is the difference in…
A: Apply Bernoullis theorem P1γw+v122g+z1=P2γw+v222g+z2+hlP1=P2=Patmv1=v2so,z1-z2=hL
Q: A76 x 76 x6 mm angular section shown is welded to an 8 mm thick gusset plate. The length L1is 65 mm.…
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Q: 3.) The simply supported beam shown is loaded with a 12 kN/m uniformly distributed load a couple…
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Q: Completely solve and box the final answers. Please write legibly. Complete the table given below by…
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Q: P6.5. Compute the support reactions and the maximum tension in the main cable in Figure P6.5. The…
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Q: Calculate diameter in m. of a cylindrical water tank for a subdivision that has 500 lots if fully…
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Q: Date Determination of Discharge Using a Venturi Meter tamula: Vol. %3D も PZ 29 trial #1 trial #2 H…
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Q: what is the difference between confined and unconfined aquifer?
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Q: PROBLEMS 5.13-5.15 Draw the shear and bending- moment diagrams for the beam and loading shown, and…
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Q: QA1- KINEMATICS In the final stages of a moon landing, a lunar module descends under retro-thrust of…
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Q: 25) In 1950, plan of a rectangular field was drawn with a scale of 1 cm = 40 m. The present…
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Q: layer of soft clay having an initial void ratio of 2.0 is 12.5 m thick. Under a compressive load…
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Q: The water level in the water tower supplying the home is 1300 ft. The elevation of the supply line…
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Q: The center post B of the assembly has an original length of 124.7 mm, whereas posts A and C have a…
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Q: A gate slanted 60 degrees from the horizontal with width = 1.6 m and height = 2.4 m is submerged by…
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Q: Discuss the goals and planning approach of urban renewal and community development:
A: Goals of Urban Renewal and Community Development Restructuring and Replanning the designated target…
Q: Particular solution of (D³ + 12 D² + 36 D)y = 0, %3D
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Q: 4. Given the accompanying sketch for a closed traverse in which the length and bearing of line DA…
A: To Determine a. Determine the length and bearing of DA b. the azimuth from south of line DA, rounded…
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Q: A two-dimensional analysis on the flight of an airfoil is shown in the figure. The airfoil shape is…
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Q: Two masses each equal to m are lying on x-axis at (-a, 0) and (+a, 0) respectively, as shown in the…
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Q: A. Compute the bending stress in the extreme compression fiber of the beam in the figure for a…
A: Given data:- Bending moment,M=30 KN.m=30×106 N.mm Characteristics compressive strength of…
Q: see the photo attached
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Q: The beam supports the loads as shown in the figure. Using E=200 GPa, w = 16 kN/m, P = 24 kN, M = 16…
A: Deflection will be determined by the first mentioned method i.e. double integration.For other…
Q: The wheel Base of a train moving on BG track is 6m. The diameter of the is wheel 1524 mm and flange…
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Q: 20 k 3 k/ft 1.5 k/ft A C 15 ft 15 ft 20 ft E = 29,000 ksi I = 1,650 in.4
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Q: Derive an expression of the maximum statical moment of area, Q and its location from the given…
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Q: 2. A system of cords knotted together at A and B support the weights shown. Compute the tensions P,…
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Q: Determine the magnitude and coordinate direction angles of the resultant force of the two forces…
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Q: The moisture content of wood test was performed according to AST D4442 procedure and produced the…
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Q: Two samples of the same soil is subjected to pH analysis using a pH meter, the first is analysed…
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Q: The beam supports the loads as shown in the figure. Using E = 200 GPa, w = 16KN/m, P= 25KN and M =…
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Q: What are the active earth pressure coefficient and passive earth pressure coefficient of soil, if…
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Q: A drilled shaft without bell is 10m long. It has a diameter of 1m. Es =30000 kPa, poisons ratio…
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Q: Calculate the moment at right end of span BC (MBC) in kN.m.0 6.Calculate the shear at left end of…
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Q: The beam supports the loads as shown in the figure. Using E = 200 GPa, w = 16KN/m, P= 16KN and M=…
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Q: explain what a 'third place' is (and what the first and second places are).
A: Urban planners are actually seeking to stabilize the neighborhoods which are are focusing on the…
Q: gate slanted 60 degrees from the horizontal with width = 1.6 m and height = 2.4 m is submerged by a…
A: Using the definition of pressure at a point as product of unit weight times the depth of…
Q: Determine the reactions and draw the shear and bending moment diagrams for the beams shown using the…
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Q: 2. For the beam and loading shown, determine the maximum flexural stress (compression and tension)…
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Q: Three bars each made of different materials are connected together and placed between two walls when…
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Q: 609. As shown in Fig. P-609, a simply supported beam carries two symmetrically placed concentrated…
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Q: 2. Water (µ = 1.138x10³ kg/m-s) is flowing steadily in a 30m long and 4cm diameter horizontal pipe…
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- Sepage analysis.(a) The following data are collected for a modulus ofrupture test on a refractory brick (refer to Equation6.10 and Figure 6,14):F= 5.0 x 10 N.L= 200 mm,h= 130 mm.h= 80 mm.Calculate the modulus of rUpture: (b) suppose thatyou are given a similar rolracioty with the fallSpensin and same dimensions except that its heightSit ts only 60 mm. What would be the load (F) necesary to break this thinner refractory?9:1A 4 %YY N O a ill ASIACELLJAsiacell Q.PNG -> Q\A 2Kg brick is moving at a speed of 6 m/s. How large a force F is needed a stop the brick in time of 7 x 10-4 sec
- 165g water500 g cementStarting time 2:00 pmTemperature at 3:06 pm =24.6 cTemprature at time 3:16 pm=27cWhat is the initial and final setting time? Time penetration 0 0 15 0 25 0 35 0 45 0 55 1 65 2 75 3 85 4Consider the following statementsProper use of internal vibrators include Vibrators can be used to move concrete horizontally To avoid the internal effects of bleeding, the vibrator should penetrate to the bottom of the layer and at least 150 mm into any previously placed layer The distance between insertions should be about 1 ½ times the effective radius of the vibrator To speed up the compaction, Internal vibrators can touch the reinforcing bars of the element but not the formwork. Of these statements Select one: A. All statements (1-4) are correct B. 2 and 3 are correct C. 2 and 4 are correct D. 1 and 3 are correctepare a datasheet and calculate the cost of plastering cement (1:5), 20mm thick for 50m². Also compute final total cost 0.5 skilled labor $70/day T3 unskilled labor $20/day Mixing charge of cement mortar $7/m³ 7 Lead in KM S.# Rate at Material Metal Cart Conveyance Charge Sand track source, Toll Charge track track 1 $110 1.2 0.8 $5/KM/2ton 1 $30 1.0 0.9 0.5 $3/KM/m³ $5 0.6 0.7 $1/KM/m² $2/25m² WID 2 3 Cement Sand Paint per Ton m³ m²
- Complete the following Profile Leveling Notes: (Use 2 decimal places.) STA BS HI FS BM1 0.95 1 2 TP1 3.13 0.64 3 4 5 6 7 TP2 2.16 ? 8 9 10 11 TP3 0.82 2.37 TP4 1.35 3.50 12 BM2 1.24 IFS 3.0 2.3 2.7 2.8 3.1 0.5 0.8 0.9 1.2 1.7 2.8 3.0 ELEV 225.50 ? ? ? 227.66 ? ?Round only final ans, dont round off initial values typls show full solution. let me understand thank u
- Nedd solution4:57 O A O NI l al 69% + Activity No. 9.ppt Activity No. 9 Pempared ty Engr. Michael John T. Samodiayon Problems: Using SecantMethod (5 decimal places) 1. f(x) = x^3 -x- 1, use stopping criterion = 0.00001 2. f(x) = x^6-x-2, use SC = /Ax2/s 0.00001. Use initial guess x- 1 and 2 Problem: Regular Falsi Method 1. f(x) = x^3 – x- 1, use stopping criterion = 0.0001 IIExercise 2 effective stress in situ byg504 autumn 21 mu copy Se gjennom Visning Hjelp Bildeformat Releranser Masseutsendelser OSøk AaBbCcDc AaBbCcDc AaBbC AaBbCcl Aaß AaBbccC Undertittel A Aa A E E AL T E Erst- - v - v - 1 Normal TIngen m. Overskrift 1 Overskrift 2 Tittel A Velg A- D. A 三三三|、 ,▼ Rediger Stiler Avsnitt 5. For the seepage situations shown in Figure 2, determine the effective normal stress on positions at middle level of soil (as shown as X-x) in cases (1) and (2). B.) If the upper container is raised one meter, whereas the lower container is lowed one meter in case (1), how the effective stress is changing at level x-X. (The saturated unit weight of the soil is assumed 20 kN/m³) 2m (2) Figure for question 5 temal Normal Tilgjengelighet Underssk Gjenopprettet 16°C Fc F4 F5 F6