13. Compute the LRFD design tensile strength and the ASD allowable tensile strength of the angle shown below. It is welded on the end (transverse) and sides (longitudinal) of the 200 mm leg only. F, = 345 MPa and F. = 448 MPa.

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Angle
L
-200 mm-
39 mm
Plate
L200 x 150 x 19
weld
Plate
200 mm
150 mm
Transcribed Image Text:Angle L -200 mm- 39 mm Plate L200 x 150 x 19 weld Plate 200 mm 150 mm
13. Compute the LRFD design tensile strength and the ASD allowable tensile strength
of the angle shown below. It is welded on the end (transverse) and sides
(longitudinal) of the 200 mm leg only. F, = 345 MPa and F. = 448 MPa.
Transcribed Image Text:13. Compute the LRFD design tensile strength and the ASD allowable tensile strength of the angle shown below. It is welded on the end (transverse) and sides (longitudinal) of the 200 mm leg only. F, = 345 MPa and F. = 448 MPa.
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