Determine the maximum flexural stress experienced by the beam in MPa.Determine the maximum shearing stress in MPa at Neutral Axis. Simply Supported Beam ABCDE below carries multiple loads as shown. A built-upsection made from a T-Section and a Channel (C-Section) fastened together by 16mmØ bolts,equally spaced from the center of the section, with shearing capacity t=100 MPa, for bearing os= 220 MPa for rivets in single shear and os = 280 MPa for rivets in double shear. E=200GPA forall materials.8 KN15 KN/m12 KN/m2m3m3m2mProperties of T-SectionBr = 180 mmTf= 16 mmTw = 12 mmD = 210 mmProperties of C-SectionB = 105 mmT = 12 mmTw = 12 mmD = 210 mm

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Answered: Determine the maximum flexural stress…

Determine the maximum flexural stress experienced by the beam in MPa. Determine the maximum shearing stress in MPa at Neutral Axis.

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

Members with compression and bending

Compression members are structural elements that carry compressive axial force. They are the vertical members of a building that support beams and their design, which is governed by buckling and strength. Columns are known as struct or compression members, which are subjected to compressive forces. These members provide stiffness to the building and avoid any imperfection regarding the transfer of axial load. For instance, webs in a truss, braces in a framed structure, tiers, and so on.

Question

Determine the maximum flexural stress experienced by the beam in MPa.
Determine the maximum shearing stress in MPa at Neutral Axis.

Simply Supported Beam ABCDE below carries multiple loads as shown. A built-up
section made from a T-Section and a Channel (C-Section) fastened together by 16mmØ bolts,
equally spaced from the center of the section, with shearing capacity t=100 MPa, for bearing os
= 220 MPa for rivets in single shear and os = 280 MPa for rivets in double shear. E=200GPA for
all materials.
8 KN
15 KN/m
12 KN/m
2m
3m
3m
2m
Properties of T-Section
Br = 180 mm
Tf= 16 mm
Tw = 12 mm
D = 210 mm
Properties of C-Section
B = 105 mm
T = 12 mm
Tw = 12 mm
D = 210 mm

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given data

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determination of centroid

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determination of moment of inertia about centroidal axos

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calculation of maximum shear force & bending moment

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maximum bending stress

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maximum shear stress

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