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 1. Determine the tensile capacity ofthe plate based on yielding of thegross area. Assume the fastenersare adequate and do not controlthe tensile capacity.а. 525 кNС. 300 kNb. 250 kNd. 350 kN2. Determine the net Area for thecapacity due to tensile fracture.a. 1620 mm?С. 1570 тп?b. 1554 mm?d. 1824 mm?3. Determine the capacity of thesection based on tensile fracture ofthe net area.a. 528 kNb. 252 kNС. 415 кNd. 314 kN

Answered: Image /qna-images/answer/6398d6ad-2afd-40a8-adc8-b6e37e79f72f.jpg

SITUATION I A bolted tension member is shown below. Diameter of bolts are 19 mm and the plate material is A36 steel Fy = 250 MPa, Fu = 400 MPa. Diameter of hole is 2.5 mm bigger than the diameter of bolt and thickness of plate is 10 mm. 100 100 100 100 50

SITUATION I A bolted tension member is shown below. Diameter of bolts are 19 mm and the plate material is A36 steel Fy = 250 MPa, Fu = 400 MPa. Diameter of hole is 2.5 mm bigger than the diameter of bolt and thickness of plate is 10 mm. 100 100 100 100 50

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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