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. Determine the maximum flexural stress at 1 m from the support at D to E in MPa.
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. Determine the maximum flexural stress at 1 m from the support at D to E in MPa.
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.
Determine the maximum flexural stress at 1 m from the support at D to E in MPa.
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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