Steel Design (Activate Learning with these NEW titles from Engineering!)
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN: 9781337094740
Author: Segui, William T.
Publisher: Cengage Learning
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Chapter 8, Problem 8.6.1P
To determine

(a)

If the bolts have enough shear strength or not using load resistance and factor design (LRFD) method.

To determine

(b)

If the bolts have enough shear strength or not using allowable strength design (ASD) method.

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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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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

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

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Steel Design (Activate Learning with these NEW ti...
Civil Engineering
ISBN:9781337094740
Author:Segui, William T.
Publisher:Cengage Learning