Two steel plates (A572, Fy = 50 ksi) are welded together to form an inverted T-beam. Determine the maximum bending stress developed. Also determine the maximum shear stress at the neutral axis of the cross-section and at the intersection
Two steel plates (A572, Fy = 50 ksi) are welded together to form an inverted T-beam. Determine the maximum bending stress developed. Also determine the maximum shear stress at the neutral axis of the cross-section and at the intersection
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Two steel plates (A572, Fy = 50 ksi) are welded together to form an inverted T-beam. Determine the maximum bending stress developed. Also determine the maximum shear stress at the neutral axis of the cross-section and at the intersection where the stem joins the flange. Ignore the weight of the steel plates.
![X
N.A.
y
lx = 113.2 in.4
5.93"
3.07"
"x 8" STEEL PLATE
-WELD (EA. SIDE)
CIXC STEEL PLATE
A
+0
51
S
5k
5'
6.25k
+6.25k
5k
lo!
10'
+1.25k
+31.25k-ft.
10k
5'
+43.75k-ft
B
8.75k
-8.75k
'M'](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F2ed8d57e-7060-482d-9b55-3648d7da0142%2F5c922ba0-07b6-4982-b10d-d1ad797f26d1%2Fnv57fu_processed.png&w=3840&q=75)
Transcribed Image Text:X
N.A.
y
lx = 113.2 in.4
5.93"
3.07"
"x 8" STEEL PLATE
-WELD (EA. SIDE)
CIXC STEEL PLATE
A
+0
51
S
5k
5'
6.25k
+6.25k
5k
lo!
10'
+1.25k
+31.25k-ft.
10k
5'
+43.75k-ft
B
8.75k
-8.75k
'M'
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