Determine the maximum shear force (Answer in N only). Determine the maximum bending moment (Answer in Nmm only). Determine the maximum axial stresson the top surface of the beam (MPa). Determine the maximum axial strain in the beam (strain). Determine the the minimum yield stress (MPa) based on the FOs.

Determine the maximum shear force (Answer in N only). Determine the maximum bending moment (Answer in Nmm only). Determine the maximum axial stresson the top surface of the beam (MPa). Determine the maximum axial strain in the beam (strain). Determine the the minimum yield stress (MPa) based on the FOs.

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

Members with compression and bending

Compression members are structural elements that carry compressive axial force. They are the vertical members of a building that support beams and their design, which is governed by buckling and strength. Columns are known as struct or compression members, which are subjected to compressive forces. These members provide stiffness to the building and avoid any imperfection regarding the transfer of axial load. For instance, webs in a truss, braces in a framed structure, tiers, and so on.

Question

The beam in Figure 3 is subject to a point load F. The length A is 0.75m, and the length B is
1.39m,
The beam is rectangular having a cross-sectional width of 39mm, and a depth of 8mm,
and a Young's modulus of 209GPA.
Figure 3.
F
A
B
The point load is 52N
The Factor of Safety for the component is 1.53.
Determine the maximum shear force (Answer in N only).
Determine the maximum bending moment (Answer in Nmm only).
Determine the maximum axial stresson the top surface of the beam (MPa).
Determine the maximum axial strain in the beam (strain).
Determine the the minimum yield stress (MPa) based on the FOS.

Select the 5 correct answers from the list below/:
Select one or more:
O a. 104.25
O b. 115.648
O c. -72280
O d. 134.922666666667
O e. 265.8375
O f. 208.5
O g. 154.197333333333
O h. -43368
O i. -86736
O j. 319.005
O k. 0.00083133971291866
O 1. 478.5075
m. 96.3733333333333
O n. -57824
o. 243.25
p. -101192
O q. 0.000166267942583732
O r. 425.34
O s. 0.000665071770334928
O t. 139
O u. 0.000332535885167464
O v. 173.472
O w. 173.75
O x.
372.1725
O y. 0.000498803827751196

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