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{"ops":[{"insert":"The thin-walled single cell beam shown in Figure has been idealized into a combination of"},{"insert":"\n"},{"insert":""},{"insert":"\n"},{"insert":""},{"insert":"\n"},{"insert":""},{"insert":"\n"},{"insert":""},{"insert":"\n"},{"insert":"direct stress carrying booms and shear stress only carrying walls. If the section supports a vertical"},{"insert":"\n"},{"insert":""},{"insert":"\n"},{"insert":""},{"insert":"\n"},{"insert":""},{"insert":"\n"},{"insert":""},{"insert":"\n"},{"insert":"shear load of 20 kN acting in a vertical plane through booms 3 and 6, calculate the distribution of"},{"insert":"\n"},{"insert":""},{"insert":"\n"},{"insert":""},{"insert":"\n"},{"insert":""},{"insert":"\n"},{"insert":""},{"insert":"\n"},{"insert":"direct stress around the section."},{"insert":"\n"}]}
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