Question

c) E-200 Gpa and I- 650x10 mm for all members 200 KN 20 KN/m 10 KN/m 3m 3m4.2.Using the conjugate beam method, calculate the following deformations for beams in question 1.

θA, θC, ΔB, ΔC.

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Answer #1

(0 Given asta- en dina momant dian Ton. 10 x 3 6u5k- ET tT slope at A,-lope at c 3 ET 961.5 EI EI EI 92392 5 1300 0 0 beflaion at s- Eさ EL Et 320 6.25 2 3 206.25 13000 Omowint at C ET tentroidaj distante ton e rOI 961 5 t ET 90 0 130000 O 01615 m

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4.2.Using the conjugate beam method, calculate the following deformations for beams in question 1. θA, θC,...
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