The figure shows a horizental steel Barweldedastension.35.3512.2B.BThe maximumforce of that can besately applied safely is (in Kips)respectivly:toa vertical support andshown. The weld allowable stressesandin shear125Ө none of these2) If another.16.7b) 6.1.bar, the allowable force13.08.33none of theseinare 40 kpsi and 20 Kesi3 inch thick33Lon de d2force system (shown) acts on the same222DE

“Since you have posted multiple questions, we will provide the solution only to the first question…

The figure shows ahorimental steel Bar welded AS 3 inch 3 Lon de d to a vertical support and shown. The weld allowable stresses in and in shear tension. respectivly: 35.35 12.2 The maximum Force of that can be sately applied safely is (in Kips) are 40 kpsi and 20 Kesi thick 2 DE

The figure shows ahorimental steel Bar welded AS 3 inch 3 Lon de d to a vertical support and shown. The weld allowable stresses in and in shear tension. respectivly: 35.35 12.2 The maximum Force of that can be sately applied safely is (in Kips) are 40 kpsi and 20 Kesi thick 2 DE

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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Concept explainers

Axial Load

When a bar of the uniform cross-section is acted by a load, such that the load acts along the longitudinal axis of the bar, such kinds of loadings are known as axial loadings. In general terms, a load is an external force acting on a component. An axial load acts perpendicular to the geometric cross-section of the component. Based on the direction of the application of the load, an axial load can be tensile or compressive. The analysis of bodies under the action of axial loads is generally studied under the branch of mechanics, known as statics.

Question

The figure shows a horizental steel Bar
welded
as
tension.
35.35
12.2
B.B
The maximum
force of that can be
sately applied safely is (in Kips)
respectivly:
to
a vertical support and
shown. The weld allowable stresses
and
in shear
125
Ө none of these
2) If another.
16.7
b) 6.1.
bar, the allowable force
13.0
8.33
none of these
in
are 40 kpsi and 20 Kesi
3 inch thick
33
Lon de d
2
force system (shown) acts on the same
2
2
2
DE

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