40.0 kN y 7.0 kN/m B 3 m 12 m 65.60 kN 58.40 kN 65.60 65.60 25,60 @x=6.66 m its: kN

Q: Determine the bending moment M in the beam at the point located L = 2.55 m to the left of point C.…

A: given   to find  moment ( M )  at distnace ( L = 2.55 m)  to the point left of  POINT C

Q: A beam having a width of 350 mr a depth of 600 mm carries a deac of 21 kN/m (including its own w and…

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Q: 1. Plot the bending moment diagrams and shear force diagrams for the following structures. |4kN 3…

A: all questions are different type of problems so, i can solve problem 3.1 only

Q: What is the vertical reaction at point A? 37.286 KN 35.0 KN 40.714 KN 39.0 KN    What is the…

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Q: 2 m 20 kN F B 12 kN/m Provide the internal normal force diagram for the figure above with the…

A: Normal force is acting on the pile as shown in figure. The Normal force diagram will only consist of…

Q: shown in figure (2). Draw the shear-force and bending-moment diagrams for this beam.

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Q: Show shear and moment diagram using these reactions  M a=-75.266 kN-m, b=-31.7110 kN-m, c=-106.288…

A: Given data  Moment  MA = -75.266 KNm MB = -31.711 KNm MC = -106.288 KNm MD = -87.38 KNm Reaction at…

Q: 3. Determine the internal normal force, shear force, and bending moment at point B.

A: Consider section as shown :

Q: 1. Determine reaction forces. 2. Draw shear diagram. 3. Draw moment diagram. 50 kN/m 3m 30 kN/m 3m…

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Q: 6 m

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Q: P2 = 20 kN P1 = 30 kN Wi = 12.5 kN/m 7.5 kN/m WL = 10.5 kN/m WD 4.5 kN/m WD %3| D A 2.5 m 3 m 10 m 8…

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Q: 1. Draw shear and bending moment diagrams and the qualitative deflected shape for the beam shown.…

A: Draw the FBD and calculate the reactions using equilibrium equations. Then the shear and bending…

Q: 3. Determine the resultant force R for the two 3-D forces shown. 50 kN • List the magnitudes of the…

A: Solution- Determine the system's force…

Q: Draw the shear and moment diagram of the beam shown. Please show the complete detailed solution.

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Q: Given the beam below. 1. Determine the support reactions. 2. Determine the maximum shear and maximum…

A: Given beam is determinate structure because two internal hinges.  Diagram

Q: A simply supported beam has a length of 6 meters. If a super imposed concentric load of 50 kN was…

A: Given  A Simply supported beam span of the beam = 6m Shear force at A = ?

Q: 2. Construct the shear and moment diagrams of the loaded beam shown below. Determine the maximum…

A: Shear force diagram Bending moment diagram Maximum positive moment Maximum negative moment

Q: P1 = 30 kN P2 = 20 kN W, = 12.5 kN/m 7.5 kN/m = 10.5 kN/m = 4.5 kN/m WL WD %3D WD D A 3 m 2.5 m 8 m…

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Q: a. Draw Free Body Diagram b. Determine support reactions c. Draw the shear and moment diagrams d.…

A: Given:- To find:- Free body diagram Support reactions Shear and moment diagrams

Q: 2) Draw shear force and bending moment diagrams of the beam and find the maximum values of the shear…

A: shear force and bending moment : Shear force is defined as the algebraic sum of the vertical forces…

Q: Draw the shear and moment diagrams given that Ra=110.2 kN, Rb=310.1 kN, Rc=220.6 kN, Ma=-124.5 kN m,…

A: Solution: Bending moment and shear force diagram drawn as per moment distribution method. Span AB:…

Q: For the cantilever beam and loading shown, plot shear and bending moment diagrams and then determine…

A: The solution is shown in the step 2

Q: Determine the bending moment M in the beam at the point located 0.28 m to the left of point D. The…

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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: P1 = 30 kN P2 = 20 kN %3D Wi = 12.5 kN/m Wp = 7.5 kN/m 10.5 kN/m 4.5 kN/m WD = В D 3 m 2.5 m 8 m 10…

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Q: Determine the internal shear force at point C. The support at A is a pin support and at B is a…

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Q: 29.2 kN/m A B 3 m 6 m 4.5 m

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Q: 1. Neglecting friction and the weights of the members, compute the magnitudes and directions of the…

A: The FBD of the table is shown below: Taking equilibrium equation:

Q: 2 kN/m 4 kN 3.2 m 0.8 m

A: RA + Rc = 4 + 2 x 4 = 12 KN Taking moment about A, we have  Rc x 4 = 4 x 3.2 + 2 x 4 x 2  Rc  = 7.2…

Q: 10 kN/m 0.6 m 2.0 m 0.8 m 2.0 m

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Q: 1. Analyse the following frame and draw shear and bending moment diagrams 6.3 kN 1.5 m 1.5 m 5.3…

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

Q: 2. Draw the shear and moment diagram and find the location of the maximum moment. 2 kN 1.5 kN/m 2 m…

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Q: 0. Vertical Forces P & F in the figure produces a resultant of 500KN and a counter clockwise couple…

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Q: P1 = 30 kN P2 = 20 kN WI = 12.5 kN/m WL = 10.5 kN/m 4.5 kN/m Wp = 7.5 kN/m WD %3D A В D 3 m 2.5 m 8…

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Q: For the beam below, the support reactions at QA and B have deen calculated and given as below.…

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Q: The tension and shear fore (ohin KN) in ech bot o he joit, a shown below, resetvely are P, = 250 kN…

A: Consider the free body diagram of the given load and its resolution as shown below. Angle θ is…

Q: Determine the bending moment M in the beam at the point located 0.38 m to the left of point D. The…

A: Vertical reaction at AVertical reaction at DTo find: The moment at the point  to the left of point…

Q: Determine the internal axial force, shear force and bending moment at point C. calculate the…

A: From equalibrium,∑Fy = 0 ⇒ RA + RB = 10 + 1.8 + (8×0.8×sin30o)                          RA + RB = 15…

Q: Determine the internal bending moment (kN-m) at point D. 1.5 kN/m 0.5 kN/m A B D 6 m 3 m

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Q: P1 = 30 kN P2 = = 20 kN W2 = 12.5 kN/m 7.5 kN/m WL = 10.5 kN/m Wp = 4.5 kN/m WD %3D A В 3 m 2.5 m 8…

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Q: For the beam and loading shown, (a) draw the shear and bending moment diagrams, (b) determine the…

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