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 16mm∅ bolts,equally spaced from the center of the section, with shearing capacity τ=100 MPa, for bearing σb= 220 MPa for rivets in single shear and σb = 280 MPa for rivets in double shear. E=200GPa forall materials.1. Determine the maximum positive bending moment in the beam in kN-m.2. Determine the maximum shear in kN.3. Determine the location of Neutral Axis, in mm, from the top of the section. Situation 1| 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 o,= 220 MPa for rivets in single shear and ob = 280 MPa for rivets in double shear. E=200GPA forall materials.8 KN15 KN/m12 KN/m2m3m3m2mProperties of T-SectionBr = 180 mmT= 16 mmTw = 12 mmD = 210 mmProperties of C-SectionBr = 105 mmTr = 12 mmTw = 12 mmD = 210 mm

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Answered: Simply Supported Beam ABCDE below…

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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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 16mm∅ bolts,
equally spaced from the center of the section, with shearing capacity τ=100 MPa, for bearing σb
= 220 MPa for rivets in single shear and σb = 280 MPa for rivets in double shear. E=200GPa for
all materials.

1. Determine the maximum positive bending moment in the beam in kN-m.
2. Determine the maximum shear in kN.
3. Determine the location of Neutral Axis, in mm, from the top of the section.

Situation 1| 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 o,
= 220 MPa for rivets in single shear and ob = 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
T= 16 mm
Tw = 12 mm
D = 210 mm
Properties of C-Section
Br = 105 mm
Tr = 12 mm
Tw = 12 mm
D = 210 mm

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