13.9 through 13.12 Determine the reactions and draw the shear and bending moment diagrams for the beams shown in Figs. P13.9–P13.12 using the method of consistent de- formations. Select the reaction at the interior support to be the redundant.

Q: Q6. 30 kN C B A 10 kN/m 3m D E F G 3m >

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Q: P1. Determine the distance x measured from the y axis to the centroid of the area of the iangle…

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Q: 13.34 through 13.36 Determine the reactions and the force in each member of the trusses shown in…

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Q: Q: The resultant of the force system shown in Fig. (1) is a couple 291.2 Counterclockwise. Determine…

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Q: Problem3.3.9: compute the total reactions at A and b on the truss as shown in the fig. 22.4 kN 6m 20…

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Q: consistent deformations to determine the reaction components, force and bending moment diagrams for…

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Q: Q8 For the us shown in Fig (5), find the force in members "a and b" using approximate a 25KN 30KN…

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Q: Determine the reactions at the supports for the structures shown.

A: Consider the free body diagram;

Q: Determine the reactions and draw the shear and bending moment diagrams for the structure shown in…

A: GIVEN DATA:-⇒ Point Load= P= 375 KN⇒UDL = w= 30 KN/m⇒Span= 20m

Q: 35 k I k/ft 2 k/ft E -10 ft -10 ft -10 ft -20 ft El = constant FIG. P14.8

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Q: Determine the reactions and draw the shear and bending moment diagrams for the beams shown in Figs.…

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Q: 3.35 Determine the reactions and the force in each member of the truss shown in Fig. P13.35 using…

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Q: Determine the reactions and the force in each member of the trusses shown in Figs. P13.34- P13.36…

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Q: PROBLEM 2: Compute the total reactions at A and B for the truss shown in Fig. 30 KN 120 KN 100 KN…

A: The truss with loading and support conditions is given as To find:- Support reactions at A and B

Q: 13.37 through 13.45 Determine the reactions and draw the shear and bending moment diagrams for the…

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Q: Q: The resultant of the force system shown in Fig. (1) is a couple 291.2 Counterclockwise. Determine…

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Q: 6 Beam Deflections 280 696. In Fig. P-696, determine the value of P for which the Ans. P = 400 N…

A: As per guidelines we can solve one question at a time please upload separately,Thanks 696. In Fig.…

Q: each member of the trusses shown i using the method of consistent defor A 30 k B D 60° 40 k

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Q: 75 k 2 k/ft D B 5 ft 30 ft 31 E = constant

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Q: 120 lb 150 lb/t 60 lb/ft R1 FIG, P-334.

A: To find the support reactions  Always take the moments about the hinge joint (since at the hinge…

Q: 45° 45° t

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Q: What is the reaction at C in kips. In Figs. P14.1–P14.4 using the method of consistent deformations.…

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Q: 13.4 Determine the reactions and draw the shear and bending moment diagrams for the beams shown in…

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