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=200GP for all materials. 8 KN 15 KN/m 12 KN/m 2m 3m 3m 2m Properties of T-Section B = 180 mm Tw = 12 mm T= 16 mm D= 210 mm Properties of C-Section Br = 105 mm T = 12 mm Tw = 12 mm D = 210 mm

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=200GP for all materials. 8 KN 15 KN/m 12 KN/m 2m 3m 3m 2m Properties of T-Section B = 180 mm Tw = 12 mm T= 16 mm D= 210 mm Properties of C-Section Br = 105 mm T = 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.

Chapter10: Plate Girders

Section: Chapter Questions

Problem 10.7.8P

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