SITUATION 1. Given the figure below, find the: 15, kN 5 kN/m 5 kN/m 10 kN-m 4 m 2 m 2 m 4 m 1. Maximum negative shear a. 7.50 kN c. 26.67 kN 2. Maximum positive moment a. 90 kN b. 28.33 kN d. 27.53 kN b. 50 kN d. 70 kN c. 80 kN 3. Maximum positive shear a. 7.50 kN c. 26.67 kN b. 28.33 kN d. 27.53 kN

Q: Find the magnitude of the internal shear force at point D for the given figure with a distributed…

A: Determine the internal shear force at point D.

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: 14.The simple beam ACB shown in the figure is subjected to a triangular load of maximum intensity…

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Q: For the system shown below draw Shear Force and Bending Moment diagram using Force Method.

A: Find: Shear Force and Bending moment diagram -Using Force Method

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: 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: For the beam and loading shown, the magnitude of the ending moment at point B of the beam is closest…

A: MB=40+6*9+4*7+7.5*5+10*2.5=184.5KNM=185 kNm

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

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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.