A tee-shaped flexural member is subjected to an internal axial force of 2,200 lb, an internal shear force of 1,600 lb, and an internal bending moment of 4,000 lb-ft, as shown. Determine the following 1. Determine the Neutral Axis, the bending and shear stresses in the section 2. Draw that Bending Stress distribution across the cross section (Show important values) 3. Draw the Shear Stress distribution across the cross section (Show important values) 4. What is the Axial, bending stress and shear stress at point H? 6 in. N H 4,000 lb-ft 1,600 lb 2,200 lb X 4. 1.50 in. N H 1 in. 6 in.
A tee-shaped flexural member is subjected to an internal axial force of 2,200 lb, an internal shear force of 1,600 lb, and an internal bending moment of 4,000 lb-ft, as shown. Determine the following 1. Determine the Neutral Axis, the bending and shear stresses in the section 2. Draw that Bending Stress distribution across the cross section (Show important values) 3. Draw the Shear Stress distribution across the cross section (Show important values) 4. What is the Axial, bending stress and shear stress at point H? 6 in. N H 4,000 lb-ft 1,600 lb 2,200 lb X 4. 1.50 in. N H 1 in. 6 in.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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please just do part 4
Transcribed Image Text:3.
A tee-shaped flexural member is subjected to an internal axial force of 2,200 lb, an internal
shear force of 1,600 lb, and an internal bending moment of 4,000 lb-ft, as shown.
Determine the following
2.
1. Determine the Neutral Axis, the bending and shear stresses in the section
Draw that Bending Stress distribution across the cross section (Show important
values)
3.
Draw the Shear Stress distribution across the cross section (Show important values)
4. What is the Axial, bending stress and shear stress at point H?
N
y
H
4,000 lb-ft
1,600 lb
2,200 lb
4.
1.50 in.
N
6 in.
y
H
1 in.
tk
1 in.
6 in.
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