f) P Joint 2 rigid 2.2.17 Consider the truss of Figure 2.12f with a rigid joint at 2. (a) Solve Per for a = 45°, 2= 4. (b) Same as (a) but limit /I,-→0. (c) Same as (a) but limit I,/2→0.

Structural Analysis
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Chapter2: Loads On Structures
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f)
Joint 2 rigid
t
2.2.17 Consider the truss of Figure 2.12f with a rigid joint at 2.
(a) Solve Per for a = 45°, 2=4.
(b) Same as (a) but limit 2/1,0.
(c) Same as (a) but limit I,/I2→0.
Transcribed Image Text:f) Joint 2 rigid t 2.2.17 Consider the truss of Figure 2.12f with a rigid joint at 2. (a) Solve Per for a = 45°, 2=4. (b) Same as (a) but limit 2/1,0. (c) Same as (a) but limit I,/I2→0.
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