Question: Sheet ( 5 ) Problems on Welded Joints Design PROBLEM ( 1 ) The permissible shear stress for the weldment illustrated in figure below is

Sheet (5) Problems on Welded Joints Design
PROBLEM (1)
The permissible shear stress for the weldment illustrated in figure below is \(\mathbf{100}\mathbf{~ M P a .}\) Estimate the safe load \(\mathbf{F}\), which can apply safely on that weldment throat. PROBLEM (2)
The attachment shown in the figure is made of 1018 HR steel \(12\mathbf{m m}\) thick. The static force is \(100\mathbf{k N}\). The member is \(\mathbf{75 ~ m m}\) wide. Specify the weldment (give the pattern, electrode number, type of weld, length of weld, and leg size). Problem (3)
The attachment shown below carries a static bending load of \(\mathbf{12}\mathbf{k N}\). The attachment length, \(\mathbf{I}_{\mathbf{1}}=\mathbf{225}\mathbf{~ m m}\). Specify the welded joint specification (type of weld, length of weld, and leg size). PROBLEM (4)
Estimate the safe static load \(\mathbf{F}\) for the weldment shown in the figure below, if an E6010 electrode (\(\mathrm{Sut}_{\mathrm{ut}}=\mathbf{420}\mathbf{~ M P a}\)) is used. The steel members are 1015 hot-rolled steel. Use conventional analysis and allowable shear strength =0.3 Sut. Assume the thickness of the steel member \(=\mathbf{20}\mathbf{~ m m}\). PROBLEM (5)
Perform an adequacy assessment of the statically loaded welded cantilever carrying a load of \(\mathbf{2200}\mathbf{~ N}\) depicted in figure below. The cantilever is made of AISI 1018 HR steel and welded with a \(\mathbf{6 m m}\) fillet weld size, as shown in the figure. An E6010 electrode was used. Find the safety factor of the weldment joint.
Sheet ( 5 ) Problems on Welded Joints Design

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