Q. No. 8: A flanged-shaped flexural member is subjected to an internal axial force ofP= 11.8 kN, an internal shear force of V= 21.3 kN, and an internal bending moment of M=4.7 kN-m, as shown in the Figure. The cross-sectional dimensions of the shape as shown inthe Figure; are b1 = 42 mm, b2 = 80 mm, t=6 mm, d= 90 mm, tw = 6 mm, and a = 20 mm.Analyze using the concepts of stresses under combined loadings to determine the principalstresses and the maximum shear stress acting at points H and K. Show these stresses on an%3Dappropriate sketch for each point.M

Centroid location in y direction, Shape Width b (mm) Height h (mm) Area Ai (mm2) yi…

Answered: stresses and the maximum shear stress…

Engineering

Civil Engineering

stresses and the maximum shear stress acting at points H and K.

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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Concept explainers

Connections

In steel structures, connections are the members that join two or more steel members. The connections are the most important members of any steel structure, and hence, they are designed more carefully. The majority of the construction cost of steel structures is incurred due to the connections. The design of connections is done as per the recommendations and specifications of the American Institute of Steel Construction (AISC).

Question

Q. No. 8: A flanged-shaped flexural member is subjected to an internal axial force of
P= 11.8 kN, an internal shear force of V= 21.3 kN, and an internal bending moment of M=
4.7 kN-m, as shown in the Figure. The cross-sectional dimensions of the shape as shown in
the Figure; are b1 = 42 mm, b2 = 80 mm, t=6 mm, d= 90 mm, tw = 6 mm, and a = 20 mm.
Analyze using the concepts of stresses under combined loadings to determine the principal
stresses and the maximum shear stress acting at points H and K. Show these stresses on an
%3D
appropriate sketch for each point.
M

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