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"
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"
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![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.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Ff5fc5771-109a-49ce-8619-4ea75f24f4f0%2F9e2425e1-9fe4-4967-a0e3-f878d85a3612%2Fvadivv_processed.jpeg&w=3840&q=75)
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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