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 flexural stress experienced by the beam in MPa. 2. Determine the maximum shearing stress in MPa at Neutral Axis. 3. Determine the spacing of rivets in mm.

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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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 flexural stress experienced by the beam in MPa.
2. Determine the maximum shearing stress in MPa at Neutral Axis.
3. Determine the spacing of rivets in mm.

8 KN
15 KN/m
12 KN/m
A
E
2m
3m
3m
2m
Properties of T-Section
Br = 180 mm
T= 16 mm
Tw = 12 mm
D = 210 mm
Properties of C-Section
Bị = 105 mm
Tt = 12 mm
Tw = 12 mm
D = 210 mm
Transcribed Image Text:8 KN 15 KN/m 12 KN/m A E 2m 3m 3m 2m Properties of T-Section Br = 180 mm T= 16 mm Tw = 12 mm D = 210 mm Properties of C-Section Bị = 105 mm Tt = 12 mm Tw = 12 mm D = 210 mm
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