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.
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.
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter7: Simple Connections
Section: Chapter Questions
Problem 7.4.3P
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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.
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