305010010050508. Calculate the area subjected fortensile on the pattern above due toblock shear:а. 2355 тm?С. 1,685 тт?b. 1177.5 mm?d. 1,962.5 mm?9. Tensile capacity of the lapped jointbased on block shear strengthconsidering the pattern above:b. 771 kNd. 942 kNa. 1,492.98 kNC. 1,680.975 kN SITUATION IA bolted tension member is shownbelow. Diameter of bolts are 19 mmand the plate material is A36 steel Fy =250 MPa, Fu = 400 MPa. Diameter ofhole is 2.5 mm bigger than the diameterof bolt and thickness of plate is 10 mm.10010010010050

Answered: Image /qna-images/answer/ec186164-31ba-44e6-8152-ed5a8b22ab7a.jpg

30 it 50 100 100 50 50 8. Calculate the area subjected for tensile on the pattern above due to block shear: a, 2355 mm? C. 1,685 mm? b. 1177.5 mm? d. 1,962.5 mm? 9. Tensile capacity of the lapped joint based on block shear strength considering the pattern above: a. 1,492.98 kN b. 771 kN C. 1,680.975 kN d. 942 kN

30 it 50 100 100 50 50 8. Calculate the area subjected for tensile on the pattern above due to block shear: a, 2355 mm? C. 1,685 mm? b. 1177.5 mm? d. 1,962.5 mm? 9. Tensile capacity of the lapped joint based on block shear strength considering the pattern above: a. 1,492.98 kN b. 771 kN C. 1,680.975 kN d. 942 kN

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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