13.1 through 13.4 Determine the reactions and draw the shear and bending moment diagrams for the beams shown in Figs. P13.1-P13.4 using the method of consistent de- formations. Select the reaction at the roller support to be the redundant. 60 kN 100 kN B -3 m- -3 m- -3 m- E = 200 GPa I = 3,250 (10°) mm FIG. P13.1, P13.5, P13.49

13.1 through 13.4 Determine the reactions and draw the shear and bending moment diagrams for the beams shown in Figs. P13.1-P13.4 using the method of consistent de- formations. Select the reaction at the roller support to be the redundant. 60 kN 100 kN B -3 m- -3 m- -3 m- E = 200 GPa I = 3,250 (10°) mm FIG. P13.1, P13.5, P13.49

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Similar questions

Q: The resultant of the force system shown in Fig. (1) is a couple 773.6 Counterclockwise. Determine the unknowns F1, F2, and C. F1 F2 12cm 9cm Fig. (1) 36 KN R6cm
HOW TO SOLVE THIS QUESTION (SHOW AND EXPLAIN EACH STEP )
What is the maximum bending moment in kip-ft for the beams. In Figs. P14.1–P14.4 using the method of consistent deformations. Absolute value with two decinal places.
What is the reaction at C in kips. In Figs. P14.1–P14.4 using the method of consistent deformations. Absolute value with two decinal places.
25 A framework consisting of five rods hinged at their joints is supported as shown in Fig. 3.Q25. Neglecting. the weights of the members, determine the forces in the members of the framework and the reaction at A. 60° 30° C A 3 kN 60° 30°
Draw the influence lines for the reactions at the supports for the beam shown in Fig. P14.12. Determine the influence line ordinates at 3-m intervals
Determine the reactions and draw the shear and bending moment diagrams for the structure shown in Fig. P13.15 using the method of consistent deformations. 15 kN/m m El constant FIG. P13.15
4.74 For the frame shown, determine the magnitude of the pin reaction at B. Neglect the weight of the frame. 2m B 1.8 m 3m C 15 kN/m 12 kN/m Fig. P4.74
Determine the reactions and draw the shear and bending moment diagrams for the beams shown in 375 kN 30 kN/m B - 5 m --51 -10 m- 31 E = constant FIG. P14.3
Determine the maximum shear in KN-m for the beam. Draw the shear and bending moment diagrams for the beams shown in Figs. P13.1–P13.4 using the method of consistent deformations. Select the reaction at the roller support to be the redundant. Absolute value with two decinal places
13.26 Determine the reactions and the force in each member of the truss shown in Fig. P13.26 using the method of consistent deformations. 150 kN 3m B 60° 200 kN -2 panels at 4 m 8 m- EA=constant FIG. P13.26
14.13 Determine the reactions and the force in each mem- ber of the truss shown in Fig. P14.13 using the method of least work. E - 50 kN- 4 m 100 kN- D 4 m B 3 m EA = constant FIG. P14.13