A W 14 x 211 beam is connected to a steel girder by 4-25 mm bolts as shown. The bolts are A325 with threads excluded from shear plane. The steel beam is ASTM A53. The angles and its connection to the girder can be assumed adequate to carry the loads. Determine the maximum end reaction that the beam can resist. 25 mm bolts 60mm TGomm 3@80mm 2-100 mm W 14 x 211 d=399.30mm tw = 24.90mm bf = 401.3mm ff = 39.6mm Fy= Fy- 414 MPG = 241 MPa Fv= F₁ = 207 MPa angle leg

Elements Of Electromagnetics
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ISBN:9780190698614
Author:Sadiku, Matthew N. O.
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1. AW 14 x 211 beam is connected to a steel girder by 4-25 mm bolts as shown.
The bolts are A325 with threads excluded from shear plane. The steel beam is
ASTM A53. The angles and its connection to the girder can be assumed
adequate to carry the loads. Determine the maximum end reaction that the beam
can resist.
25 mm
bolts
60mm
O.
Comm
3@80mm
W 14 x 211
d - 399.30mm
tw = 24.90mm
bf = 401.3mm
tf
= 39.6mm
Fy=
Fy- 414 MPG
Fv = 207 MPa
-2-100 mm angle leg
= 241 MPa
Transcribed Image Text:1. AW 14 x 211 beam is connected to a steel girder by 4-25 mm bolts as shown. The bolts are A325 with threads excluded from shear plane. The steel beam is ASTM A53. The angles and its connection to the girder can be assumed adequate to carry the loads. Determine the maximum end reaction that the beam can resist. 25 mm bolts 60mm O. Comm 3@80mm W 14 x 211 d - 399.30mm tw = 24.90mm bf = 401.3mm tf = 39.6mm Fy= Fy- 414 MPG Fv = 207 MPa -2-100 mm angle leg = 241 MPa
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