Investigate the adequacy of the below equal angle shape using LRFD and ASD. Use case 2 for shear lag factor. Equal Angle Dimension: Anglength= 180.00 +0.4 SN (mm) Angleikness 10.00 +0.1 SN (mm) O O O O O O O O O Hallar Bolt Diameter: boltsam Material Grade: Bolt Holes spacing: s1= $2= g1= g2= g3- 84- Tensile Loadings: DL= LL= 16.00 +0.1 SN (mm) 248.00 +1.SN 400.00 +1.SN (Mpa) (Mpa) 25.00 +0.1 SN (mm) 30.00 +0.1 SN (mm) 25.00 +0.1 SN (mm) 35.00 +0.1 SN (mm) 30.00 +0.1 SN (mm) 40.00 +0.1 SN (mm) 350.00 +1.SN 300.00+1 SN (KN) (KN)
Investigate the adequacy of the below equal angle shape using LRFD and ASD. Use case 2 for shear lag factor. Equal Angle Dimension: Anglength= 180.00 +0.4 SN (mm) Angleikness 10.00 +0.1 SN (mm) O O O O O O O O O Hallar Bolt Diameter: boltsam Material Grade: Bolt Holes spacing: s1= $2= g1= g2= g3- 84- Tensile Loadings: DL= LL= 16.00 +0.1 SN (mm) 248.00 +1.SN 400.00 +1.SN (Mpa) (Mpa) 25.00 +0.1 SN (mm) 30.00 +0.1 SN (mm) 25.00 +0.1 SN (mm) 35.00 +0.1 SN (mm) 30.00 +0.1 SN (mm) 40.00 +0.1 SN (mm) 350.00 +1.SN 300.00+1 SN (KN) (KN)
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter5: Beams
Section: Chapter Questions
Problem 5.6.3P
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SN = 11
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