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The truss shown in Figure 1 carries a load of 'P' kN Analyze the truss system using the unit load method and determine the deflection at the node C for the given loads. Consider E = 210 kN/mm²; I = 60X106 mm, A = 200 mm² LL E A C 50 KNV 2.3m 2.3m 2.3m 1 2.3m

The truss shown in Figure 1 carries a load of 'P' kN Analyze the truss system using the unit load method and determine the deflection at the node C for the given loads. Consider E = 210 kN/mm²; I = 60X106 mm, A = 200 mm² LL E A C 50 KNV 2.3m 2.3m 2.3m 1 2.3m

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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The truss shown in Figure 1 carries a load of 'P' kN Analyze the truss system using the unit load method and determine the deflection at the node C for the given loads. Consider E = 210 kN/mm²; I = 60X106 mm, A = 200 mm² LL E A C 50 KNV 2.3m 2.3m 2.3m 1 2.3m
Transcribed Image Text:The truss shown in Figure 1 carries a load of 'P' kN Analyze the truss system using the unit load method and determine the deflection at the node C for the given loads. Consider E = 210 kN/mm²; I = 60X106 mm, A = 200 mm² LL E A C 50 KNV 2.3m 2.3m 2.3m 1 2.3m
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