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

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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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/ mm?; f-500N/mm²; End
plates made of Q235B steel, thickness 22mm, fe-470N/mm?. Check the strength of this bolt
connection.
-24mm
35 130 35
80
V
1 og1
081 1 081
Transcribed Image Text: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/ mm?; f-500N/mm²; End plates made of Q235B steel, thickness 22mm, fe-470N/mm?. Check the strength of this bolt connection. -24mm 35 130 35 80 V 1 og1 081 1 081
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