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b. The structure shown in Figure 8 consists of a bracket welded to the flange of a column. The welded joint consists of two horizontal fillet welds of lengths 100 mm and 150 mm respectively. It may be assumed that the thickness of each weld is the same. The bracket is subjected to an eccentric load of 50 kN in the plane of the welds. Determine the minimum throat thickness of the welds, if the permissible shear stress for the welds is 145 N/mm². Neglect second and higher orders of the weld thickness for second moment of area calculations. [10] Column 100 mm 100 mm 50 kN Bracket 150 mm 100 mm Figure 8

          b. The structure shown in Figure 8 consists of a bracket welded to the flange of a column. The welded joint consists of two horizontal fillet welds of lengths 100 mm and 150 mm respectively. It may be assumed that the thickness of each weld is the same. The bracket is subjected to an eccentric load of 50 kN in the plane of the welds. Determine the minimum throat thickness of the welds, if the permissible shear stress for the welds is 145 N/mm². Neglect second and higher orders of the weld thickness for second moment of area calculations.
[10]
Column
100 mm
100 mm
50 kN
Bracket
150 mm
100 mm
Figure 8

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b the structure shown in figure 8 consists of a bracket welded to the flange of a column the welded joint consists of two horizontal fillet welds of lengths 100 mm and 150 mm respectively it 93582

Added by Alex M.

University Physics with Modern Physics

Hugh D. Young 14th Edition

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Solved by Expert Adi S

09/12/2022

Step 1

Step 1: Identify the given parameters: - Length of the top weld, $L_1 = 100$ mm - Length of the bottom weld, $L_2 = 150$ mm - Eccentric load, $P = 50$ kN $= 50 \times 10^3$ N - Permissible shear stress, $\tau_{perm} = 145$ N/mm² - Distance between the welds, $h = Show more…

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b. The structure shown in Figure 8 consists of a bracket welded to the flange of a column. The welded joint consists of two horizontal fillet welds of lengths 100 mm and 150 mm respectively. It may be assumed that the thickness of each weld is the same. The bracket is subjected to an eccentric load of 50 kN in the plane of the welds. Determine the minimum throat thickness of the welds, if the permissible shear stress for the welds is 145 N/mm². Neglect second and higher orders of the weld thickness for second moment of area calculations. [10] Column 100 mm 100 mm 50 kN Bracket 150 mm 100 mm Figure 8

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