01) Use E70 electrodes, design (SMAW) side fillet welds for the full capacity of the angle tension member shown in Fig. Assume that the WT chord member has adequate strength to develop the weld strengths and that the thickness of its web is 9/16 in. Fy=50 ksi, Fu = 58 ksi, U=0.90 L 8 X 4 X (A-7.16 in², y'= 2.89 in) WT
01) Use E70 electrodes, design (SMAW) side fillet welds for the full capacity of the angle tension member shown in Fig. Assume that the WT chord member has adequate strength to develop the weld strengths and that the thickness of its web is 9/16 in. Fy=50 ksi, Fu = 58 ksi, U=0.90 L 8 X 4 X (A-7.16 in², y'= 2.89 in) WT
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![angle tension member shown in Fig. Assume that the WT chord member has adequate
Q1) Use E70 electrodes, design (SMAW) side fillet welds for th
the full capacity of the
Strength to develop the weld strengths and that the thickness of its web is 9/16 in.
Fy-50 ksi, Fu= 58 ksi, U= 0.90
L 8X 4X (A-7.16 in², y´= 2.89 in)
WT](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F56a798aa-e1c1-419b-930d-04e73f59aa33%2F291a346b-6efd-4c56-b112-8217b9fada59%2F64lp3to_processed.jpeg&w=3840&q=75)
Transcribed Image Text:angle tension member shown in Fig. Assume that the WT chord member has adequate
Q1) Use E70 electrodes, design (SMAW) side fillet welds for th
the full capacity of the
Strength to develop the weld strengths and that the thickness of its web is 9/16 in.
Fy-50 ksi, Fu= 58 ksi, U= 0.90
L 8X 4X (A-7.16 in², y´= 2.89 in)
WT
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