Structural Analysis, Si Edition (mindtap Course List)
Structural Analysis, Si Edition (mindtap Course List)
6th Edition
ISBN: 9781337630948
Author: KASSIMALI, Aslam
Publisher: Cengage Learning
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Chapter 7, Problem 62P
To determine

Find the deflection at point C of the beam using Castigliano’s second theorem.

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Determine the global stiffness matrix of the beam shown in Fig. 3. Assume supports at 1 and 3 are rollers and the support at 2 is a pinned support.  Indicate the degrees of freedom in all the stiffness matrices. EI is constant, w=60kN/m, L1=1.25m and L2=3.45m   please explain how the code numbers for global matrix are determined in detail
= 20 kips = 20 kips B w₁ = 2 kips/ft 20" 12'- 7760 12" 6"
= 20 kips = 20 kips B w₁ = 2 kips/ft 20" 12'- 7760 12" 6"
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