600mm100mm50mm x 50mm hole500mm10mmA100mmFigure 3Show that the horizontal neutral axis is 77.56mm below B. Hence, show thatthe moment of inertia around this horizontal neutral axis is 3178942345mm4.Show the division of your area on a sketch on your answer sheet.a)(use the answers in (a) for (b), (c), (d) and (e))b)Draw the 3D normal stress distribution of the section subjected to M = -10 kN.m.Draw the shear stress distribution of the section if the section is subjected to ashear force of 10KN.c)d)What part of the shear force is carried by the flange?e)What part of the bending moment is carried by the flange

To find neutral axis and moment of inertia about horizontal axis

600mm C 100mm B 50mm x 50mm hole 500mm 10mm A 100mm Figure 3 Show that the horizontal neutral axis is 77.56mm below B. Hence, show that the moment of inertia around this horizontal neutral axis is 3178942345mm4. Show the division of your area on a sketch on your answer sheet. (use the answers in (a) for (b), (c), (d) and (e)) Draw the 3D normal stress distribution of the section subjected to M = -10 kN.m.

600mm C 100mm B 50mm x 50mm hole 500mm 10mm A 100mm Figure 3 Show that the horizontal neutral axis is 77.56mm below B. Hence, show that the moment of inertia around this horizontal neutral axis is 3178942345mm4. Show the division of your area on a sketch on your answer sheet. (use the answers in (a) for (b), (c), (d) and (e)) Draw the 3D normal stress distribution of the section subjected to M = -10 kN.m.

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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