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 3.6.3P
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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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Feec53fdc-699a-4e03-8ea1-cda7a4842d7e%2F96fef323-3b92-4f9f-94c4-2a0e1b041e8b%2Fm7yeagg_processed.png&w=3840&q=75)
Transcribed Image Text: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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