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0.5 EI mm S=10 40 EI -5 2 E = 2.1+ 10 N/m² I=70,000 cm4 √ = 10 mm a EJ 2EI b At = 10°c h t = 20% E=1051/5° Analyze the above structure under given external effects No 2-2345678901 Cm bm hm Name of Student 8 10 8 g ID 8 10 10 8 80 || 8 9 11 8 10 11 g 80 12 80 9 12 g 16 12 8 1 2 a 12 10

0.5 EI mm S=10 40 EI -5 2 E = 2.1+ 10 N/m² I=70,000 cm4 √ = 10 mm a EJ 2EI b At = 10°c h t = 20% E=1051/5° Analyze the above structure under given external effects No 2-2345678901 Cm bm hm Name of Student 8 10 8 g ID 8 10 10 8 80 || 8 9 11 8 10 11 g 80 12 80 9 12 g 16 12 8 1 2 a 12 10

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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0.5 EI mm S=10 40 EI -5 2 E = 2.1+ 10 N/m² I=70,000 cm4 √ = 10 mm a EJ 2EI b At = 10°c h t = 20% E=1051/5° Analyze the above structure under given external effects No 2-2345678901 Cm bm hm Name of Student 8 10 8 g ID 8 10 10 8 80 || 8 9 11 8 10 11 g 80 12 80 9 12 g 16 12 8 1 2 a 12 10
Transcribed Image Text:0.5 EI mm S=10 40 EI -5 2 E = 2.1+ 10 N/m² I=70,000 cm4 √ = 10 mm a EJ 2EI b At = 10°c h t = 20% E=1051/5° Analyze the above structure under given external effects No 2-2345678901 Cm bm hm Name of Student 8 10 8 g ID 8 10 10 8 80 || 8 9 11 8 10 11 g 80 12 80 9 12 g 16 12 8 1 2 a 12 10
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