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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Concept explainers

Bars

In civil engineering, bars refer to steel reinforcement bars or rebars. These are structural members primarily used for reinforcement purposes in masonry works. A bar is characterized by its cross-sectional area, which is negligible compared to its length. Bars are usually manufactured by steel which is uniform throughout the length, or by meshing multiple steel wires. Other materials of the bar include carbon steel, glass fiber, carbon fiber, and basalt fiber. The reinforcing bars are coated with epoxy resins and other materials to enhance some of their properties including corrosion resistance.

Question

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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

1. Determine the tensile capacity of
the plate based on yielding of the
gross area. Assume the fasteners
are adequate and do not control
the tensile capacity.
а. 525 кN
С. 300 kN
b. 250 kN
d. 350 kN
2. Determine the net Area for the
capacity due to tensile fracture.
a. 1620 mm?
С. 1570 тп?
b. 1554 mm?
d. 1824 mm?
3. Determine the capacity of the
section based on tensile fracture of
the net area.
a. 528 kN
b. 252 kN
С. 415 кN
d. 314 kN

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