3. Determine the nominal resistance and the LRFD design and ASD allowable block shear strengths of the PL 12 mm x 300 mm shown in the figure below. Hole diameter is 24 mm. All steel are A36 with F = 400 MPa and Fy = 250 MPa. (Note: Units in the figure is in mm.) [ 50 80 80 PL 12 mm x 300 mm 90 60 60 90

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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3. Determine the nominal resistance and the LRFD design and ASD allowable block shear strengths of the
PL 12 mm x 300 mm shown in the figure below. Hole diameter is 24 mm. All steel are A36 with F, = 400 MPa
and Fy = 250 MPa. (Note: Units in the figure is in mm.) [
50
80
80
PL 12 mm x 300 mm
90
60
60
90
Transcribed Image Text:3. Determine the nominal resistance and the LRFD design and ASD allowable block shear strengths of the PL 12 mm x 300 mm shown in the figure below. Hole diameter is 24 mm. All steel are A36 with F, = 400 MPa and Fy = 250 MPa. (Note: Units in the figure is in mm.) [ 50 80 80 PL 12 mm x 300 mm 90 60 60 90
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