calculation questions1, As shown in the following figure, the connections is the friction type high strength boltconnection, and the bolts adopt M20 with 10.9 class, and the steel is Q235, and theispretension is P = 155 kN, the interface is sandblasting (i.e., the anti-slip coefficient u0.45). If the load is F = 250 kN, please check the connection strength.-3hteoutborour boring5F

This connection is subjected to direct shear, tension and moment.

calculation questions 1, As shown in the following figure, the connections is the friction type high strength bolt connection, and the bolts adopt M20 with 10.9 class, and the steel is Q235, and the μ is 155 kN, the interface is sandblasting (i.e., the anti-slip coefficient pretension is P 0.45). If the load is F = 250 kN, please check the connection strength. 250 ✓ 05 DOT COTTOUT OUT OS 5 10 00%

calculation questions 1, As shown in the following figure, the connections is the friction type high strength bolt connection, and the bolts adopt M20 with 10.9 class, and the steel is Q235, and the μ is 155 kN, the interface is sandblasting (i.e., the anti-slip coefficient pretension is P 0.45). If the load is F = 250 kN, please check the connection strength. 250 ✓ 05 DOT COTTOUT OUT OS 5 10 00%

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

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter7: Simple Connections

Section: Chapter Questions

Problem 7.11.10P

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