75 mm - 300 mm Exercise #3: The short legs of four 6" x 4" x ½" angles are connected to a web plate 23 ½ “ x 5/16" to form the plate and angle girder shown below. Compute the value of Tx. 24"

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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75 mm
300 mm
Exercise #3: The short legs of four 6" x 4" x ½“
angles are connected to a web plate 23 ½ “ x
5/16" to form the plate and angle girder shown
below. Compute the value of īx.
24"
X.
Exercise #3: A10"-15.3 lb channel is welded to
the top of a 14 WF 34 beam shown below. The
wide flange beam has an over-all height of 14",
an area of 10.00 in? and ix of 339.2 in“.
Compute ỹ and the moment of inertia about the
centroidal x-axis.
Y.
Transcribed Image Text:75 mm 300 mm Exercise #3: The short legs of four 6" x 4" x ½“ angles are connected to a web plate 23 ½ “ x 5/16" to form the plate and angle girder shown below. Compute the value of īx. 24" X. Exercise #3: A10"-15.3 lb channel is welded to the top of a 14 WF 34 beam shown below. The wide flange beam has an over-all height of 14", an area of 10.00 in? and ix of 339.2 in“. Compute ỹ and the moment of inertia about the centroidal x-axis. Y.
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