See image below. Five M16 8.8/s bolts are used in the connection between a beam and a column. Both sides of the cleat plate are welded to column using fillet weld (Manual metal arc AS4855 B-E43XX) with size of 6 mm. The design force transferred from beam to column 250 kN. The cleat plate has thickness of 12 mm, fy = 300 MPa, and fu = 360 MPa. Determine the unit stress sustained by the weld (in MPa, keep 1 decimal place). 8.8/5 -360 UB56.7 300 Plus 140 70 360

See image below. Five M16 8.8/s bolts are used in the connection between a beam and a column. Both sides of the cleat plate are welded to column using fillet weld (Manual metal arc AS4855 B-E43XX) with size of 6 mm. The design force transferred from beam to column 250 kN. The cleat plate has thickness of 12 mm, fy = 300 MPa, and fu = 360 MPa. Determine the unit stress sustained by the weld (in MPa, keep 1 decimal place). 8.8/5 -360 UB56.7 300 Plus 140 70 360

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter8: Eccentric Connections

Section: Chapter Questions

Problem 8.2.9P

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See image below. Five M16 8.8/s bolts are used in the connection between a beam and a column. Both sides of the cleat plate are welded to column using fillet weld (Manual metal arc AS4855 B- E43XX) with size of 6 mm. The design force transferred from beam to column is 250 kN. The cleat plate has thickness of 12 mm, fy = 300 MPa, and fu- 360 MPa. Determine the unit stress sustained by the weld (in MPa, keep 1 decimal place). 8.8/5 -360UB56.7 300 Plus 360 So 7°
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