A₁ = 6000 mm² 1 6m 2 Figure 1 2 A₂ = 5000 mm² 3 P = 2000 KN 40° 3 A3 = 5000 mm² 3m 4m Calculation the reaction at the supports by stiffness method and determine the member axial forces. Take E=200GPa

A₁ = 6000 mm² 1 6m 2 Figure 1 2 A₂ = 5000 mm² 3 P = 2000 KN 40° 3 A3 = 5000 mm² 3m 4m Calculation the reaction at the supports by stiffness method and determine the member axial forces. Take E=200GPa

Name: A₁ 6000 mm²16 mA₂ = 5000 mm²Figure 1P = 2000 KN40°3A3 = 5000 mm²3m44
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Description: A₁ 6000 mm²16 mA₂ = 5000 mm²Figure 1P = 2000 KN40°3A3 = 5000 mm²3m44 mCalculation the reaction at thesupports by stiffness method anddetermine the member axial forces.Take E=200GPa

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter11: Columns

Section: Chapter Questions

Problem 11.5.10P: Solve the preceding problem (W 250 × 44.8) if the resultant force P equals 110 kN and E = 200 GPa.

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