7. Consider the section shown. a=140 mm, b=410 mm, c=360 mm Calculate the following: 12 mm 12 mm a A) Compute the location of neutral axis B) Compute for Elastic Section Modulus (S). Hint: S = 1/c C) Compute the Static Moment at 50 mm above NA b 10 mm a D) Compute for the maximum shearing tress (V = 300 kN) E) Compue the maxumum moment if the allowable bending stress of the top and bottom plate is 300 MPa and the allowabl stress for the web member (vertical bar) is 200 MPa
7. Consider the section shown. a=140 mm, b=410 mm, c=360 mm Calculate the following: 12 mm 12 mm a A) Compute the location of neutral axis B) Compute for Elastic Section Modulus (S). Hint: S = 1/c C) Compute the Static Moment at 50 mm above NA b 10 mm a D) Compute for the maximum shearing tress (V = 300 kN) E) Compue the maxumum moment if the allowable bending stress of the top and bottom plate is 300 MPa and the allowabl stress for the web member (vertical bar) is 200 MPa
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Step 1: Introducing Given Data
VIEWStep 2: Calculate location of neutral axis (y)
VIEWStep 3: Calculate section modulus (S)
VIEWStep 4: Calculate static moment at 50 mm above NA
VIEWStep 5: Calculate max shearing stress
VIEWStep 6: Calculate max moment in flange
VIEWStep 7: Calculate max moment in web
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