USING VIRTUAL WORK METHOD. CALCULATE THE FOLLOWING: Considering the fully restrained beam shown in Figure 2 where E = 200 GPa and I = 2x109 mm^4 a M L FIGURE 2 The beam is loaded as follows: . Concentrated moment at a point 5 m. from the left support • Load P inclined at angle G with respect to the horizontal, acting at 3 m. from the rig support. The beam is supported as follows: • Fixed support at the left and right end. If P = 85 kN, M = 120 kNm, L= 14 m., and G = 30 degrees. • Determine the vertical reaction, horizontal reaction, and moment reaction at suppor and C. . Determine the deflection and slope at point B. . Determine the maximum deflection of the beam. . If the maximum deflection is limited to 12 mm, determine the diameter of the circula beam required.

USING VIRTUAL WORK METHOD. CALCULATE THE FOLLOWING: Considering the fully restrained beam shown in Figure 2 where E = 200 GPa and I = 2x109 mm^4 a M L FIGURE 2 The beam is loaded as follows: . Concentrated moment at a point 5 m. from the left support • Load P inclined at angle G with respect to the horizontal, acting at 3 m. from the rig support. The beam is supported as follows: • Fixed support at the left and right end. If P = 85 kN, M = 120 kNm, L= 14 m., and G = 30 degrees. • Determine the vertical reaction, horizontal reaction, and moment reaction at suppor and C. . Determine the deflection and slope at point B. . Determine the maximum deflection of the beam. . If the maximum deflection is limited to 12 mm, determine the diameter of the circula beam required.

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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