5 kN/m 2 kN/m A 3 m 5 m 4.70 kN 14.30 kN

Q: Draw the normal force, shear force and moment diagram of the structure AB = 2 m, BC = 1 m, CD = DE…

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Q: In the gate AB is hinged at B and is 1.2 m wide. What vertical force, applied at the center of…

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Q: Determine the force (kN) at member BG. 40 kN 40 kN 40 kN D. 5 m F 3 at 5 m = 15 m

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Q: Draw shear and moment diagram. Determine maximum moment and maximum shear. 25 KN/m 35 KN 60 KN.m…

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Q: Given: w1 = 60 kN/m, w2 = 40 kN/m, P = 40 kN, a = 3 m, b= 3 m, and c 3 m. Determine the maximum…

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Q: From the given beam: Determine the vertical reaction Ey at point E 12 kN 4 kN/m 2 kN/m 16 kN-m 8…

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Q: Calculate the support reactions at A and B for the loaded beam. |100 Ib/ft A B 2.1' 4.3

A: Draw the free-body diagram of the beam.

Q: Q2: The axis of the three-hinge arch ABC is a parabola with vertex at B. Knowing that P = 112 kN and…

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Q: The resultant of the three forces is the force R = -170j kN acting through point B. Determine P1,…

A: Resultant of three force = R R=-170j^ kN tanθ=34cosθ=432+42=45sinθ=332+42=35∑M@B=0---(Clockwise…

Q: The angle beam OC is subjected with two concentrated loads at A and C. Determine the unkown forces…

A: Draw the free body diagram.

Q: horizontal point load of 5 kN at point D. Determine the shear force and axial thrust at point E.

A: Shear force: - It is a force whose direction is parallel to cross section of body.

Q: 100 kN 50 kN 50 kN D А E B -3 m 3 m 3 m 3 m

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Q: 1. Determine the maximum and minimum shearing stress in the web of the wide flange section if V =…

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Q: Determine the absolute maximum shear and moment in the beam shown due to series of concentrated…

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Q: 5kN AD 3m

A: We know that ; F → = FX i + FY j + FZ k FZ = -5 Cos (30) = -4.33 KN FY = -5 Sin (30) = -2.5 KN FX =…

Q: Given: w1 = 60 kN/m, w2 = 20 kN/m, P = 30 kN, a = 3 m, b= 3 m, and c = 3 m. Determine the maximum…

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Q: Q5: If P = 0 and F = 8 kN, what would be the relation between the reactions at the support will be?…

A: Option C) RA= RB is correct

Q: Q4: A 4-m-high, 5-m-wide tangular plate blocks the end of a 4-m-deep freshwater channel the plate is…

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Q: 3. The shear diagram of a loaded beam is shown. Determine the following: a. Total vertical load in…

A: Shear force diagram of loaded beam is given and it has been asked to determine total vertical load…

Q: 2. A parabolic arch with supports at the same level is subjected to the combined loading shown in…

A: 2. Consider the given parabolic arch.

Q: What is the vertical reaction at support D? 50 kN 15 kN/m 150 kN · m A D В C 6 m 3 m -3 m

A: At equilibrium, the sum of vertical force acting on the beam is equal to zero. VA+VD = 15×6+50…

Q: The smooth disk shown is pinned at D and has a weight of 20 lb. Neglecting the weights of the other…

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Q: Using the Muller-Breslau Principle, and influence line equations: Determine the maximum bending…

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Q: Determine the horizontal and vertical components of reaction at the pins A and C.

A: - Let VA and Vc be the vertical reaction and HA and Hc be the horizontal reaction as joint A and C…

Q: 2. If the resultant of the given force system is 500 kN directed to the left, determine the (a)…

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Q: Determine the bending moment at point B If P=80 KN , W=18 KN/m , M = 58 KN.m w kN/m PkN MkNm 3 m 3 m…

A: To find:-  Bending Moment at B

Q: Situation 4: A simply supported beam 10 m long has an overhang of 2 m at the left support. if a…

A: Draw the Influence line diag for the shear at C:using muller breslau principle:Place the hinge at V…

Q: Determine the horizontal and vertical components of reaction at A, C, and D. Assume the frame is pin…

A: Consider the free body diagram;

Q: The resultant of the three forces is the force R = -170j kN acting through point B. Determine P1,…

A: GIVEN  R=-170 kn As resultant of p1,p2, and p3 is given R so we will try to convert p1,p2, and p3 in…

Q: Column Load at Grid B3 A L1 + + (2) (3) L1 L1 The floor construction in this structure comprises two…

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Q: -5 kN/m 5 kN/m 40 kN Draw the shear and moment diagram of the beam shown. Determine the value of the…

A: It has been asked to draw bending moment And shear force diagram of the given figure and also to…

Q: B. Determine the support reactions at A, C & D of the loaded beam. 150 KN 45KN/m B 1.0 m 3.0 m 1.50…

A: To Determine Reactions at support A,C,D. There is no horizontal force, hence no horizontal reaction…

Q: Determine the shear and bending moment at point A of the structure shown 150 kN 100 kN m 25 kN/m B 4…

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Q: Given: W1 60 kN/m, w2 = 30 kN/m, P = 40 kN, a = 3 m, b= 3 m, and c %3D = 3 m. Determine the maximum…

A: Given: Overhang beam with UDL, UVL and point load Maximum moment = ?

Q: 1. A two hinged parabolic arch of span 25 m and rise 5 m carries an udl of 38 kN/m covering a…

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Q: Shear and Moment Diagram Refer to the beam shown below. (P= 207.00 kN) Determine the support…

A: Maximum Positive Bending Moment = 782.957 kN-mThere is no Negative bending Moment in the beam.

Q: Draw shear and moment diagram. Determine maximum moment and maximum shear. 35 KN/m 50 KN 1.0 m 1.0…

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Q: From the given beam: Determine the vertical reaction By at point B 12 kN 4 kN/m 2 kN/m 8 kN-m 16…

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Q: 20 kN, At section C, determine the 80 kN-m following: a. the internal axial force b. the internal…

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Q: Draw the shear and moment diagram of the beam shown. 4 KN/m 60 kN 3 kN/m B. A D 10m 30 m 10 m RB =…

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Q: A propped beam has an internal hinge at the midspan to remain statically determinate. If P = 52 kN,…

A: At internal hinge moment is zero from either side of it.  L = 12m  L/4 = 12/4 = 3m

Q: B. Determine the support reactions at A, C & D of the loaded beam.... 150 KN 45KN/m B 3.0 m 1.50 m…

A: Let's draw the FBD for better understanding

Q: Given: w1 = 70 kN/m, w2 = 20 kN/m, P = 30 kN, a 3 m, b= 3 m, and c = 3 m. Determine the maximum…

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Q: Determine the force (kN) at member BG. 40 kN 40 kN 40 kN | c C D 5 m G 3 at 5 m 15 m %3D

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Q: A 10-meter long simply supported beam carries a uniform load of 8 KN/m for 6meters from the left…

A: Solution: Given: Simply supported beam: span 10 m

Q: Determine the shear force V in the beam at a point located 1.00 m to the right of point B. The…

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Q: 1. Given the beam shown. 30 kN/m -3 m -6 m- a.) Determine the support's reaction. b.) Draw the Shear…

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Q: Problem 2: The shaft is supported by smooth journal bearings at A and B that only exert vertical…

A: allowable bending stress is  200 MPa.

Q: Given: w1 = 50 kN/m, w2 = 30 kN/m, P = 30 kN, a 3 m, b= 3 m, and c 3 m. Determine the maximum moment…

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Q: Given: w1 = 60 kN/m, w2 = 30 kN/m, P = 40 kN, a = 3 m, b= 3 m, and c 3 m. Determine the maximum %3D…

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