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 16mm 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. 12 KN/m 2m 3m T 8 KN 3m 15 KN/m Properties of T-Section Bf = 105 mm Tw = 12 mm B = 180 mm Tw = 12 mm Properties of C-Section 2m T+= 16 mm D = 210 mm Tf = 12 mm D = 210 mm E
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 16mm 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. 12 KN/m 2m 3m T 8 KN 3m 15 KN/m Properties of T-Section Bf = 105 mm Tw = 12 mm B = 180 mm Tw = 12 mm Properties of C-Section 2m T+= 16 mm D = 210 mm Tf = 12 mm D = 210 mm E
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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6. Determine the moment capacity of the section, kN-m, if fbcap≤300 MPa.
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