Question 20.4: The thin-walled single cell beam shown in Fig. 20.11 has bee...
The thin-walled single cell beam shown in Fig. 20.11 has been idealized into a combination of direct stress carrying booms and shear stress only carrying walls. If the section supports a vertical shear load of 10 kN acting in a vertical plane through booms 3 and 6, calculate the distribution of shear flow around the section.
Boom areas: B_1=B_8=200 \mathrm{~mm}^2, B_2=B_7=250 \mathrm{~mm}^2, B_3=B_6=400 \mathrm{~mm}^2, B_4= B_5=100 \mathrm{~mm}^2
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