You don't need to discuss or explain the solution; keep it simple and correct, and respond as quickly as possible. 7. Consider the section shown.a=140 mm, b=410 mm, c=360 mmCalculate the following:12 mmk12 mmaA) Compute the location of neutral axisB) Compute for Elastic Section Modulus (S). Hint: S = I/cC) Compute the Static Moment at 50 mm above NAb10 mmaD) 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 allowablestress for the web member (vertical bar) is 200 MPa

Answered: Image /qna-images/answer/84b2eb23-cc1c-473d-9da6-61e8f289ffbd.jpg

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

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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You don't need to discuss or explain the solution; keep it simple and correct, and respond as quickly as possible.

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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Step 1: Introducing Given Data

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Step 2: Calculate location of neutral axis (y)

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Step 3: Calculate section modulus (S)

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Step 4: Calculate static moment at 50 mm above NA

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Step 5: Calculate max shearing stress

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Step 6: Calculate max moment in flange

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Step 7: Calculate max moment in web

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