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For the beam in Figure 1, use the method of virtual work to determine the slope at points B and C, and deflection at point D. Assume that the flexural rigidity is constant and equal to EI, i.e. your answers will be in the form constant/EI, where the constant has units of Nm² or (kNm²) for slope or Nm³ or (kNm³) for deflection. A 2m I A 45 kN 3m 15kN 00 TI Figure 1 ENG221

For the beam in Figure 1, use the method of virtual work to determine the slope at points B and C, and deflection at point D. Assume that the flexural rigidity is constant and equal to EI, i.e. your answers will be in the form constant/EI, where the constant has units of Nm² or (kNm²) for slope or Nm³ or (kNm³) for deflection. A 2m I A 45 kN 3m 15kN 00 TI Figure 1 ENG221

Principles of Foundation Engineering (MindTap Course List)
Principles of Foundation Engineering (MindTap Course List)
8th Edition
ISBN:9781305081550
Author:Braja M. Das
Publisher:Braja M. Das
Chapter6: Vertical Stress Increase In Soil
Section: Chapter Questions
Problem 6.4P: Refer to Figure P6.4. A strip load of q = 900 lb/ft2 is applied over a width B = 36 ft. Determine...
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For the beam in Figure 1, use the method of virtual work to determine the slope at points B and C, and deflection at point D. Assume that the flexural rigidity is constant and equal to EI, i.e. your answers will be in the form constant/EI, where the constant has units of Nm² or (kNm²) for slope or Nm³ or (kNm³) for deflection. A 2m I A 45 kN 3m 15kN 00 TI Figure 1 ENG221
Transcribed Image Text:For the beam in Figure 1, use the method of virtual work to determine the slope at points B and C, and deflection at point D. Assume that the flexural rigidity is constant and equal to EI, i.e. your answers will be in the form constant/EI, where the constant has units of Nm² or (kNm²) for slope or Nm³ or (kNm³) for deflection. A 2m I A 45 kN 3m 15kN 00 TI Figure 1 ENG221
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