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

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Answered: An UB 610 x 305 x 149 (S355) is to be…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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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 305
x 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
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.
UC 305 x 305 x 97
a = 50 mm
UB 610 x 305 x 149
EC3

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