أ.د. رمضان المبروك A PL170mm x 10mm tension member is welded to a gusset plate as shown in Figure below. The steel is A36. Assume that Ae = Ag and compute the following. %3D fy = 250 MPa & f = 400 MPa %3D %3D PL 170mmx10mm a. The design strength for LRFD. . The allowable strength for ASD. roblem (4):

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Chapter3: Tension Members
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أ.د. رمضان المبروك
A PL170mm x 10mm tension member is welded to a gusset plate as shown in Figure
below. The steel is A36. Assume that Ae = Ag and compute the following.
%3D
fy = 250 MPa & f, = 400 MPa
%3D
%3D
PL 170mmx10mm
a. The design strength for LRFD.
. The allowable strength for ASD.
roblem (4):
Transcribed Image Text:أ.د. رمضان المبروك A PL170mm x 10mm tension member is welded to a gusset plate as shown in Figure below. The steel is A36. Assume that Ae = Ag and compute the following. %3D fy = 250 MPa & f, = 400 MPa %3D %3D PL 170mmx10mm a. The design strength for LRFD. . The allowable strength for ASD. roblem (4):
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