5. Determine the moment of inertia of the section in x10^6 mm^4

Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter5: Stresses In Beams (basic Topics)
Section: Chapter Questions
Problem 5.11.12P: Two W 310 × 74 Steel wide-flange beams are bolted together to form a built-up beam as shown in the...
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5. Determine the moment of inertia of the section in x10^6
mm^4

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
E
2m
3m
3m
2m
Properties of T-Section
Bị = 180 mm
T= 16 mm
Tw = 12 mm
D = 210 mm
Properties of C-Section
B = 105 mm
Tf = 12 mm
Tw = 12 mm
D = 210 mm
Transcribed Image Text: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 E 2m 3m 3m 2m Properties of T-Section Bị = 180 mm T= 16 mm Tw = 12 mm D = 210 mm Properties of C-Section B = 105 mm Tf = 12 mm Tw = 12 mm D = 210 mm
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