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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Concept explainers

Beams

In structural engineering, a beam is a component made of a variety of materials (including steel alloys, and wood) that can resist loads applied laterally to the beam axis. Members, elements, rafters, shafts, and purlins are all terms used to describe beams.

Question

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
Lo
‹-a
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 right
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 support A
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 circular
beam required.

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