23900/quiz 18 kN/m 35 kN 16 kN/m 34" 9kN/m 1.25m 2.9m 2.5m 2.2m 9.7m Vertical Reaction on A, kN Horizontal Reaction on A, kN Vertical Reaction on B, kN

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: The reaction at point A is 8.0kN The reaction at point C is 12kN For item #3. What is the moment…

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Q: 115 kN 10 kN/m A /c B Hinge E D tom -12 m -12 m -9 m -12 m- 5. The vertical reaction at A is а. 60kN…

A: To determine: Reactions at A and D

Q: 115 kN 10 kN/m A B Hinge E D +- -12 m -12 m 12 m -9 m 5. The vertical reaction at A is а. 60kN 6.…

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Q: yl, vl hydraulic jump y2, v2 Given y1=0.2 m, v1-2 m/s, rectangular channel width B=1 m.

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Q: CABLES & RODS 100° HORIZONTAL 45° E 90° F 115° 1. The block system is stationary as shown in the…

A: To find tension in cable GI

Q: A Construct influence line for 1. Reaction at B 2.5m 5m 2.5m B 5 m

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Q: Reaction at A and c? 9 kN/m B -3 m 3m

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Q: Y kN/m B B 10 m 9. What is the reaction at A? (kN) 10. What is the deflection at a point 2 m from A?…

A: As there are multiple questions posted, according to the guidelines, only the first three are being…

Q: 3. An open top cylindrical tank 1.65m in diameter and 3.5m high is 4/5 full of water. Determine the…

A: For a forced vortex flow The depth of vortex (Z)can be expressed as Where r is the maximum radial…

Q: 200 kN 200 kN B D. 3 m 3 m -3 m- 3 m 21 E- constant

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Q: Water flows through an orifice at the vertical side of a closed cylindrical tank. The water level…

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Q: A 2kN/m 6.6m Vertical Reaction on A, KN Vertical Reaction on B, KN L B 21 kN/m 2.1m C

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Q: Q2 The 4-m-diameter circular gate of Fig. E2.6a is located in the inclined wall of a large reser-…

A: Given data  Unit weight of water  Diameter of circle  Angle Depth

Q: 1) Shear and Moment Diagram for: 80 kN 10 kN/m A 2 m RA 8 m Rc 2) Shear and Moment Diagram for: 20…

A: Shear forces are the sum of all the forces acting on the beam.it is taken as positive for upward…

Q: Determine the reactions at A and C if P = 50kN and 0 = 70°. 2m 5m 3m 6m O Ra-18.79 kN, Rc=32.79 kN O…

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Q: 29 kN/m Hinge 14.5 kN/m 3 m 3 m 14.5 kN/m 29 kN/mHinge Hinge 3 m - 5 m 5m

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Q: For the question calculate the reaction Draw normal.share and moment diagrama, Question 3: 10 kN/m 8…

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Q: p1 vertical carries a flow of 60 ectangular section 6m wide ) Find the depth of water in the drop in…

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Q: Q7: At hydraullc jump, the depths at the two sides are 0.3 and 1.4 m. The head loss in the jump is…

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Q: |10 kN 10 kN 12 kN 4 kN/m 4 kN/m D E 2m 3m 5m 3m Figure 6.36 [R_ = 48 kN; R, = 16 kN; V = 26 kN,…

A: To find all parts

Q: Continuation from Question no. 3: Determine the horizontal reaction at C. B 76.33 KN 75.33 KN 74.33…

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Q: 0.8 m 20 kN 60 kN 80 kN 0.3 m 0.6 m Fig. P3.36

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Q: A wooden circular board 1-m diameter is being submerged vertically in a liquid having SG-1.15. Its…

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Q: Cross-sectional influence diagrams (N, T, M) of the carrier system whose loading status is given in…

A: As per the question we need to draw the cross sectional influence line diagram. so for drawing the…

Q: K 10 * p 4.75m 7.5* p 5 m B 3.75 m - 5 m 6.75m 1.5A 3A 2A A Find reaction in A by cantilever method…

A: Let the location of the centroidal axis of the whole frame lies at the span of x'from the column…

Q: Find the Reaction at suport A and B

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Q: 50 kN 40 kN/m 10 kN/m В.) OB 20KN-m -1m+ 2 m-+ 2 m -1m 4 m

A: The simply supported beam has length =10mThe left support is hinged and right support is roller.

Q: How do you get the reactions of both supports (Show solutions) Location: 0 (m), Force Reaction =…

A: the given beam is inertinite because that the only equation of the equilibrium is nit sufficient to…

Q: 12KN 1.8m c) Find the reaction @ A and B 50kn/m A 10m

A: Hi! Thank you for the question As per the honor code, We’ll answer one question since the exact one…

Q: Air of M =2 and P = 75 kPa flow on a wedge (total angle 20°). Calculate the two oblique shock angles…

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Q: Fon-1 ►750 lb/ft? 1217 Ib/ft? 아-1211 - Y 7 - tusc

A: Draw the free body diagram of the given problem:

Q: 8 kN/m 12 kN m OB – 5m- - 3 m

A: Derive equations for shear and bending moment and draw SFD and BMD

Q: tank has one of its side inclined inward at an angle of 30° with horizontal. The free surface of the…

A: Giventhat  Elevation 1 = 15.25m  Elevation 2= 14m Elevation 3  = 10.7 m

Q: From the given figure, what is the vertical reaction at C in kN? E 다 5m 라 50 kN AC ● 321.45 ● 212.25…

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Q: Hinge 9 m A 200 kN 200 kN 200 200 200 200 200 200 kN kN kN kN kN kN 10 at 9 m 90 m

A: To Determine :- support reaction for the given truss.

Q: An overhead crane runs on tracks supported by a thin-walled beam whose closed cross section has the…

A: Given:- The thickness of the walls of the section = constant The cross-section of the thin-walled…

Q: 50 kN 15 kN/m 150 kN m A D В 6 m- 3 m -3 m

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Q: |-2.7 m→ 2.4 m la B 40 kN, 2.7 m 40 kN D E F 2.7 m 40 kN G H 2.7 m K - 7.5 m

A: Using method of section, determine internal force IK. In solution we will take section passing…

Q: SITUATION. A 35kg disk rests on an inclined surface for which us=0.20 W P A B C 0 Zoom image…

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Q: D F- C b A В a

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Q: What is the magnitude of the moment of F about point B? F= 15i + 12j – 8k (kN) |(4, 4, 2) m .в (6,…

A: The force F is given as: The vector BA is calculated as: Now the moment of F about point B is…

Q: 4 kN 2 kN/m 5m 4m

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Q: 150 kN 40 kN/m B 8 m 20 kN/m A -6 m- -6 m- -6 m-

A: Draw FBD:

Q: 180 MNm 6 m 1 m ertical reaction at A 120 kN 240 kN 390 kN 170 kN rtical rection at B 120 kN 240 kN…

A: To find support reaction and maximum value of shear and moment in the beam

Q: Compute the reactions and the end moments for the frame shown belo 4.9 kN/m 16 kN B C 4 m, El FEMA…

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Q: Determine the magnitude (N) of the horizontal component of the reaction at point A if, F=723N,…

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Equilibrium and Support Reactions

Civil engineers deal with structures that are composed of several members connected or with individual members such as beams and columns. To analyze such structures, the condition of statics must be applied. Under the static condition, the members are considered to be in equilibrium under the action of forces, that is, the members are assumed to be having negligible velocity.