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Boom element areas: A1 A8 180 mm 2 2 A2=A7=300 mm 2 A3-A6=350 mm 2 A4-A5=200 mm 不 4 200 100 5 Inboard S Outboard Free side 2. 1 50 mm 8 6 7 80 mm 200 mm 180 mm Fixed side Thickness for each web (mm): 1-2 2-3 3-4 4-5 5-6 6-7 7-8 8-1 3-6 2-7 5 15 10 20 10 15 5 10 20 20

Boom element areas: A1 A8 180 mm 2 2 A2=A7=300 mm 2 A3-A6=350 mm 2 A4-A5=200 mm 不 4 200 100 5 Inboard S Outboard Free side 2. 1 50 mm 8 6 7 80 mm 200 mm 180 mm Fixed side Thickness for each web (mm): 1-2 2-3 3-4 4-5 5-6 6-7 7-8 8-1 3-6 2-7 5 15 10 20 10 15 5 10 20 20

Engineering Fundamentals: An Introduction to Engineering (MindTap Course List)
Engineering Fundamentals: An Introduction to Engineering (MindTap Course List)
5th Edition
ISBN:9781305084766
Author:Saeed Moaveni
Publisher:Saeed Moaveni
Chapter16: Engineering Drawings And Symbols
Section: Chapter Questions
Problem 5P
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I dont understand how to do the hand calculations help pls

A multi-cell box beam, 1800 mm long, is subject to a vertical shear load of 6 kN applied in a vertical plane. Points 1-8 mark the boom elements on the beam. Calculate the shear flow in each web and locate the shear centre using hand calculations. The results, including mesh convergence, shear flow, stress distribution, deformation, and shear centre location, will then be compared with findings from Abaqus FEA. The material properties are: Young's modulus (E) is 72 GPa, and Poisson's ratio (ν) is 0.3.

Boom element areas: A1 A8 180 mm 2 2 A2=A7=300 mm 2 A3-A6=350 mm 2 A4-A5=200 mm 不 4 200 100 5 Inboard S Outboard Free side 2. 1 50 mm 8 6 7 80 mm 200 mm 180 mm Fixed side Thickness for each web (mm): 1-2 2-3 3-4 4-5 5-6 6-7 7-8 8-1 3-6 2-7 5 15 10 20 10 15 5 10 20 20
Transcribed Image Text:Boom element areas: A1 A8 180 mm 2 2 A2=A7=300 mm 2 A3-A6=350 mm 2 A4-A5=200 mm 不 4 200 100 5 Inboard S Outboard Free side 2. 1 50 mm 8 6 7 80 mm 200 mm 180 mm Fixed side Thickness for each web (mm): 1-2 2-3 3-4 4-5 5-6 6-7 7-8 8-1 3-6 2-7 5 15 10 20 10 15 5 10 20 20
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