The 175 x 100 x 16 mm angle shown connected to a gusset plate with three 25 mm bolts (A490) when threads are excluded from shear planes. The angle consists of A36 steel. Properties of 175 x 100 x 16 A36 Steel Properties of A490 bolts A = 4181 mm² t = 16 mm a] Compute LRFD 6.) Compute ASD Fy = 248 MPa Fu = 400 MPa Fy= 276 MPa Nominal hole dia. = 27 mm 100 Gusset Plate 100 100

Steel Design (Activate Learning with these NEW titles from Engineering!)
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ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter7: Simple Connections
Section: Chapter Questions
Problem 7.6.4P
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a] Compute LRFD
6.) Compute ASD
CIVIL
STEEL DESIGN
ENGINEERING-
BOLTED CONNECTION
Sample Problem 5:
The 175 x 100 x 16 mm angle shown connected to a gusset plate with three 25 mm bolts
(A490) when threads are excluded from shear planes. The angle consists of A36 steel.
Properties of 4 175 x 100 x 16
A36 Steel
Properties of A490 bolts
A = 4181 mm²
t = 16 mm
Fy = 248 MPa
F₁ = 400 MPa
Fy = 276 MPa
Nominal hole dia. = 27 mm
75
T+
100
Gusset Plate
100
F
100
Transcribed Image Text:a] Compute LRFD 6.) Compute ASD CIVIL STEEL DESIGN ENGINEERING- BOLTED CONNECTION Sample Problem 5: The 175 x 100 x 16 mm angle shown connected to a gusset plate with three 25 mm bolts (A490) when threads are excluded from shear planes. The angle consists of A36 steel. Properties of 4 175 x 100 x 16 A36 Steel Properties of A490 bolts A = 4181 mm² t = 16 mm Fy = 248 MPa F₁ = 400 MPa Fy = 276 MPa Nominal hole dia. = 27 mm 75 T+ 100 Gusset Plate 100 F 100
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