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.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text: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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