Q1: Find ApH? 10 kN/m B C 5 m El constant A 10 m
Q: Determine the vertical displacement at point В. 15 kN 6 kN/m C D 2EI EI EI VA 2.0 m 4.0 m 2.0 m VD…
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Q: 20 kN - N 5 m 15 kN M K 5 m G
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Q: elocity of the jet is 36 m/s. Find the arge Q. 0.6362 m^3/s 0.152 m^3/s 0.1622 m^3/s 0.114 m^3/s
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Q: B 100 kN m 5 m El = constant E = 200 GPa I= 1,360 (10) mm A 5 m + 5 m
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Q: 36 kN 180 kN-m 5m 3 m 4 m
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Q: 250 kN 250 kN 250 kN B D E 0.9 m 0.9 m 0.9 m 0.9 m Fig. P8.5
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Q: A masonry dam 7 m high has a top width of 1.5m and bottom width of 5 m. Maximum water level in the…
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Q: 22 kN/m 1.8 m 67 kN * 5.4 m 1.8 m F E 37 kN/m. 3.6 m 1.8 m A
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Q: 10 kN Calculate Moment abou -0.6 m- -0.6 m- 1. Point A 2. Point B A 227 15 KN 60 0.8 m 60° 0.4 m B
A: To find moment about point A and B
Q: A vertical 150-mm-diameter pipe leaves a water tank that has a surface elevation of 12m. Between the…
A: Velocity of flow at 0 elevation=Q/A Area=A=πd24 d=150/1000=0.15 m A=3.14×0.152/4=0.0177 m2…
Q: 35.6 kN 35.6 kN 71.2 kN 71.2 kN 5 m 35.6 kN 35.6 kN B -4 at 6.1 m= 20.4 m
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Q: 25 kN/m 2 m B 8 m 75 kN 3 m 8 m D A 7 m
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Q: The clearance space between a shaft and a concentric sleeve has been filled with a newtonian fluid…
A: Write the equation of shear stress in terms of viscosity. τ=μdudy Write the equation of shear…
Q: 2 kN/m B. 5 m 6 m 3 m 4 kN/m 2 KN/m A Fig.2.27
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Q: 3 kN/m B A 3 m 2 kN/m 4 m|
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Q: 10 kN 80 kN/m В A D 4 m 1 m'1m
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Q: igure 1 180 kN 270 kN B 3 m 3 m 3 m 21 alculate the following: a. Maximum deflection b. Slope at…
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Q: Beams 223 10 kN/m 20 kN 8 kN A В C EI E COO F G VB 1.0 m VE 0.5 m 0.5 m 1.0 m 3.0 m 2.0 m 8.0 m…
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Q: 60 kN 40 kN/m M = 120 kN-m 1 m R2 1m 3 m 1m R1
A: Given data:
Q: Calculate
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Q: 10 kN/m 2 m 2 m 4 m FIGURE Q2 (a)
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Q: resultant couple moment. 10 kN 4 3. 4 m- 1 m B 1 m 3 45 10 kN
A: Couple moment is the Force multiplied by perpendicular distance between them.
Q: 25kN d 3m 25kN 4 m f e1.5 m 2 at 4 m = 8 m
A: From Equilibrium equation ∑Fy=0 Va+Ve=25KN ∑MZ=0 Ma=0 8Ve+25×5.5=25×4 Ve=-4.6875kN…
Q: 3 kN 7 kN/m B 4 m 4 m
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Q: 120 kN 4.5 m 3 m 1.5 m 2 m c 2 m E 2 m 60 kN
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Q: What is the verfical displacement at: B? Yp=? Cin mm what temperature change will causse zero ·AT =…
A: Rods 1 & 2 are in series hence they will be subjected to same tensile force
Q: 120 KN 50 KN/m 2.0 m 50 KN/m 2.0 m В A 4.0 m 4.0 m Determine the location of the maximum deflection…
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Q: 50 kN 10 kN/m D BA 5 m 5 m 5 m 5 m
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Q: Q1: Find ApH? 10 kN/m 5 m El constant A 10 m
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Q: Analyze the structure below using Double Integration Method. 10KN/m 5KNM A 5m-
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Q: 15 kN/m D E 6 m 9 m 12 kN/m B A 10 m 5 m
A: Free body diagram - Force in the horizontal direction - ∑Fx = 0⇒ HB - 12×9 = 0⇒ HB = 108KN
Q: In a rectangular channel 4m wide with Q=7.65m3/s the depth is 0.4m. If a hydraulic jump is produced,…
A: Depth (D) : D=32*(Q2gT2)13 where: Q is the discharge g is the acceleration due gravity g=9.81 m/s2…
Q: DETERMINE h so THAT THE CONe. DAm STARTS To TIP OVERCPIVOT ATA SEEPALE UNDER THE Dam PRODUCESA…
A: Given that, width of the dam, b = 100 ft
Q: given that P = 30 kN and Q = 10 kN. - 2 m--2 m- 3 m 3 m 3 m
A: solution the force in the members CD and JK can be obtained by using method of sections pass the…
Q: A tank has one of its side inclined inward at an angle of 30 degrees with horizontal. The free…
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Q: Orifice under a constant head of 1.3m issues a jet which hits a point 5 m below the centerline of…
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Q: 8. kN 8 kN 15 kN/m |20 20 kN. m A В D -1 m 0.75 m+ 1m 1 m
A: Solution Point A has hinge support only 2 reaction ( RA & HA ) Point D has Roller Support only…
Q: A volleyball player serves the ball with an initial velocity Vo of magnitude 13.40 m/s at an angle…
A: When the object or the particle moves along the straight-line path then the velocity increase with…
Q: Which of the following nearly gives the value of 6Ab/L in kN-m^2.*
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Q: given data : the slope of the dam 2v/1h so the height of the dam 12 m/ the all width of the dam…
A: General: Since you have posted a question with multiple sub-parts, we will solve the first three…
Q: 100 KN 150 KN 4.00 meters 5.00 m 4.00 meters 2.00 meters 2.00 meters Joint Horizontal Component…
A: To Determine Horizontal and vertical components at A and E and Force in member Bc and BD
Q: 3 kN 6 kN A 2 m 2 m- 4 m 6 m RB RA B.
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Q: Analyze the structure below using Double Integration Method. 10KN/m 5KNM A B県 5m 盟
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Q: H.W.1 4) The glass tube has an inner diameter 0.5 mm and is immersed in water at an angle 10 ° from…
A: Determine the average length L to which water will rise along the tube due to capillary action.
Q: Q.13 Compute the natural frequency in side sway for the frame is figure below. If the initia…
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Q: 4 kN.m 4 kN.m A 4 m
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Q: 3 m H 3 m A B D 10 kN 4 m 4 m 4 m 4 m
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Q: Use SDM to analyze the following structure completely. 52 kN/m 15 kN A 21 D -4 m- -3 m 1.5 m- 31
A: To determine = Analysis of given beam with loading
Q: Compute the natural frequency in side sway for the frame is figure below. If the initia dispiacement…
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Q: 1. Water discharges at A from a pressure tank with a horizontal velocity vo. For what range of…
A: Given -
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- Q1.Solve one of the following differential equation dy + ycotxdx – 5ecosx dx = 0 a-Refer to the beam shown. 75 kN/m A 2m For the beam shown, what is the value of BBA in terms of El Select the correct response: 5490 kN.m²/El 5220 kN m²/El 1977 kN.m²/El 4m 2860 kN m²/El 90 kN.m 0 60 kNum www Bm D2:23 O O 00:36:24 Remaining Fill in the Blank The resultant of truck wheels P1 = 10 KN , P2 = 20 KN and P3 = 40 KN where P1 to P2 is 2 meters and P2 to P3 is 10 meters when they are all over the span is KN . (round off your answer into 2 decimal places ex . 23. 33 , 40. 00 etc .) 2 of 6 ->
- Q 3. Analyse the frame shown in figure below by slope deflection method and draw BMD and SFD. 156 N/m 1 EI 3.5 m 1.5 EI 1.5 EI A 5 mDetermine (Y). D2 Y Q /sec L (m) D1 D2 130 0.8 6.5 0.25 D2 D1 + Hg-1. Using DIM, solve for: P = 108kN a. Ymax (mm) b. A (rad) Use E = 200 GPa. 90 kN/m 165 KN 120 kN.m LA A 1m 2m 1m 2m 1m/ 2m B CD E F Dimensions are in mm 200 80 400 300 50 50
- SITUATION. A three-legged stool is subjected to the load L as shown. Neglect weight of the stool. 100 325 120 120 120 Dimenaions in millimeters Q Zoom image Determine the vertical force reaction under leg A. O 0.667L O 0.233L 0.533L 0.166LUniform shaft is fixed at one end and free in other end, if (0,0) (1,0) T a20 a² əx² a20 0 0 %3D 0(0,t) = 0, = 0 at t>0, дх x = 1 0(x,0) = x , do = 0 at t = 0, 0Suppose that d = 0.14 m in (Figure 1). Part A Determine the angle at which the 500-N force must act at A so that the moment of this force about point B is equal to zero. Express your answer in degrees to three significant figures. 0= Submit VE ΑΣΦ | 41 Request Answer Figure vec 1 m B ISWE ? 2 m-SITUATION. A three-legged stool is subjected to the load L as shown. Neglect weight of the stool. 75 75 100 B 325 120 120 120 Dimensions in millimeters Zoom image Determine the vertical force reaction under leg C. 0.533L O 0.166L 0.233L 0.667L1. Determine the displacements at Point A. M y H H A L 4/2 ܠܠܥܠ XSEE MORE QUESTIONSRecommended textbooks for youStructural Analysis (10th Edition)Civil EngineeringISBN:9780134610672Author:Russell C. HibbelerPublisher:PEARSONPrinciples of Foundation Engineering (MindTap Cou…Civil EngineeringISBN:9781337705028Author:Braja M. Das, Nagaratnam SivakuganPublisher:Cengage LearningFundamentals of Structural AnalysisCivil EngineeringISBN:9780073398006Author:Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel LanningPublisher:McGraw-Hill EducationTraffic and Highway EngineeringCivil EngineeringISBN:9781305156241Author:Garber, Nicholas J.Publisher:Cengage LearningStructural Analysis (10th Edition)Civil EngineeringISBN:9780134610672Author:Russell C. HibbelerPublisher:PEARSONPrinciples of Foundation Engineering (MindTap Cou…Civil EngineeringISBN:9781337705028Author:Braja M. Das, Nagaratnam SivakuganPublisher:Cengage LearningFundamentals of Structural AnalysisCivil EngineeringISBN:9780073398006Author:Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel LanningPublisher:McGraw-Hill EducationTraffic and Highway EngineeringCivil EngineeringISBN:9781305156241Author:Garber, Nicholas J.Publisher:Cengage Learning