The diagonal member at the left side of the connection consists of a double angle 90...
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The diagonal member at the left side of the connection consists of a double angle 90 mm x 90 mm x 8 mm thick. The ultimate load P, is applied at the centroid of the double angle, designated as distance y. Use A36 steel with Fy = 248 MPa and Fu = 410 MPa. Weld strength Fu = 480 MPa. Given: y = 25 mm Weld thickness = 8 mm Area of double angle diagonal = 2700 mm² 4. 5 6 7. 2L oo -GUSSET PLATE Given: P = 215 kN. Determine the required weld length L.1. Given: P = 215 kN. Determine the required weld length 1.2. Given: L1 = 100 mm; L2 = 75 mm. Determine the ultimate tensile load P that the diagonal can carry. Given: L1= 250 mm; 12 = 125 mm. Determine the ultimate tensile load P that the diagonal can carry. The diagonal member at the left side of the connection consists of a double angle 90 mm x 90 mm x 8 mm thick. The ultimate load P, is applied at the centroid of the double angle, designated as distance y. Use A36 steel with Fy = 248 MPa and Fu = 410 MPa. Weld strength Fu = 480 MPa. Given: y = 25 mm Weld thickness = 8 mm Area of double angle diagonal = 2700 mm² 4. 5 6 7. 2L oo -GUSSET PLATE Given: P = 215 kN. Determine the required weld length L.1. Given: P = 215 kN. Determine the required weld length 1.2. Given: L1 = 100 mm; L2 = 75 mm. Determine the ultimate tensile load P that the diagonal can carry. Given: L1= 250 mm; 12 = 125 mm. Determine the ultimate tensile load P that the diagonal can carry.
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Related Book For
Systems Analysis and Design in a Changing World
ISBN: 978-1305117204
7th edition
Authors: John W. Satzinger, Robert B. Jackson, Stephen D. Burd
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