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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

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

Steel Design (Activate Learning with these NEW titles from Engineering!)
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter10: Plate Girders
Section: Chapter Questions
Problem 10.7.8P
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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.

4. Determine the location of the centroid, in mm, from the left of the section.
5. Determine the moment of inertia of the section in x106
mm4.
6. Determine the moment capacity of the section, kN-m, if fbcap≤300 MPa.

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
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 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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