An UB 610 x 305 x 149 (S355) is to be connected to the flange of a UC 305 x 305 x 97 (S355) by a pair of web cleats using six M16 Grade 8.8 bolts in a single line on the beam web. Determine the resultant force on the most heavily loaded bolt if the vertical reaction on the beam is 540 kN. Assume 70 mm spacing between bolts and 50 mm eccentricity. Check whether this bolt is adequate. An UB 610 x 305 x 149 ($355) is to be connected to the flange of a UC 305 x 305x 97 ($355) by a pair of web cleats using six M16 Grade 8.8 bolts in a single lineon the beam web. Determine the resultant force on the most heavily loaded bolt ifthe vertical reaction on the beam is 540 kN. Assume 70 mm spacing between boltsand 50 mm eccentricity. Check whether this bolt is adequate.UC 305 x 305 x 97a = 50 mmUB 610 x 305 x 149EC3

Answered: Image /qna-images/answer/96fef323-3b92-4f9f-94c4-2a0e1b041e8b.jpg

An UB 610 x 305 x 149 (S355) is to be connected to the flange of a UC 305 x 305 97 ($355) by a pair of web cleats using six M16 Grade 8.8 bolts in a single line on the beam web. Determine the resultant force on the most heavily loaded bolt if he vertical reaction on the beam is 540 kN. Assume 70 mm spacing between bolts and 50 mm eccentricity. Check whether this bolt is adequate.

An UB 610 x 305 x 149 (S355) is to be connected to the flange of a UC 305 x 305 97 ($355) by a pair of web cleats using six M16 Grade 8.8 bolts in a single line on the beam web. Determine the resultant force on the most heavily loaded bolt if he vertical reaction on the beam is 540 kN. Assume 70 mm spacing between bolts and 50 mm eccentricity. Check whether this bolt is adequate.

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter3: Tension Members

Section: Chapter Questions

Problem 3.5.4P

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