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

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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7. Consider the section shown.
a=140 mm, b=410 mm, c=360 mm
Calculate the following:
12 mm
k
12 mm
a
A) Compute the location of neutral axis
B) Compute for Elastic Section Modulus (S). Hint: S = I/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 allowable
stress for the web member (vertical bar) is 200 MPa
Transcribed Image Text:7. Consider the section shown. a=140 mm, b=410 mm, c=360 mm Calculate the following: 12 mm k 12 mm a A) Compute the location of neutral axis B) Compute for Elastic Section Modulus (S). Hint: S = I/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 allowable stress for the web member (vertical bar) is 200 MPa
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