4. As shown below, the splicing joint of a beam was made with bearing type high-strength bolts. The loads transferred through the joint is V=3000KN, M=90KN.m. The bolts are of grade 10.9, nominal diameter 22mm, effective area Ae=2.45cm²;f=310N/ mm²; f=500N/mm²; End plates made of Q235B steel, thickness 22mm, f-470N/mm?. Check the strength of this bolt connection. F24mm 35 130 35 V M toot 08 081 08

4. As shown below, the splicing joint of a beam was made with bearing type high-strength bolts. The loads transferred through the joint is V=3000KN, M=90KN.m. The bolts are of grade 10.9, nominal diameter 22mm, effective area Ae=2.45cm²;f=310N/ mm²; f=500N/mm²; End plates made of Q235B steel, thickness 22mm, f-470N/mm?. Check the strength of this bolt connection. F24mm 35 130 35 V M toot 08 081 08

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

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter5: Beams

Section: Chapter Questions

Problem 5.6.3P

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