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
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
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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7. Determine the maximum flexural stress experienced by the beam in MPa.
8. Determine the maximum shearing stress in MPa at Neutral Axis.
9. Determine the spacing of rivets in mm.
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