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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Chapter2: Loads On Structures
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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.
Transcribed Image Text: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 16mmØ bolts,
equally spaced from the center of the section, with shearing capacity t=100 MPa, for bearing os
= 220 MPa for rivets in single shear and os = 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
Tf= 16 mm
Tw = 12 mm
D = 210 mm
Properties of C-Section
B = 105 mm
T = 12 mm
Tw = 12 mm
D = 210 mm
Transcribed Image Text: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 os = 220 MPa for rivets in single shear and os = 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 Tf= 16 mm Tw = 12 mm D = 210 mm Properties of C-Section B = 105 mm T = 12 mm Tw = 12 mm D = 210 mm
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