Consider a fillet section subjected to a tensile force F. Knowing that the fillet section has a uniform thickness of 5 mm and a yielding stress of 250 MPa, determine the force F that initiated the yielding of the fillet section. a.1.25 kN b.2.5 kN c.4 KN d.2 kN 40 mm 25 mm 40 mm Which of the following is FALSE regarding the equation for deformation, 8=PL/AE? A. The term AE refers to the resistance of the member against axial deformation B.It can be used even for non-prismatic members C.It can only be used to compute for the elastic axial deformation of the member D. The term P refers to the internal axial force at the section considered A rigid bar ABC is loaded and supported as shown in the figure. After the load P is applied, the deformation of bar BD, 8p=0.6mm. What is the displacement at point B? A.0.36 mm B.0.48 mm C.0.75 mm D.1.00 mm 0.3 m 0.3 m C
Consider a fillet section subjected to a tensile force F. Knowing that the fillet section has a uniform thickness of 5 mm and a yielding stress of 250 MPa, determine the force F that initiated the yielding of the fillet section. a.1.25 kN b.2.5 kN c.4 KN d.2 kN 40 mm 25 mm 40 mm Which of the following is FALSE regarding the equation for deformation, 8=PL/AE? A. The term AE refers to the resistance of the member against axial deformation B.It can be used even for non-prismatic members C.It can only be used to compute for the elastic axial deformation of the member D. The term P refers to the internal axial force at the section considered A rigid bar ABC is loaded and supported as shown in the figure. After the load P is applied, the deformation of bar BD, 8p=0.6mm. What is the displacement at point B? A.0.36 mm B.0.48 mm C.0.75 mm D.1.00 mm 0.3 m 0.3 m C
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Consider a fillet section subjected to a tensile force F. Knowing that the fillet section has a
uniform thickness of 5 mm and a yielding stress of 250 MPa, determine the force F that
initiated the yielding of the fillet section.
a.1.25 kN
b.2.5 kN
↑
c.4 kN
d.2 kN
40 mm
25 mm
40 mm
↓
Which of the following is FALSE regarding the equation for deformation, 8=PL/AE?
A.The term AE refers to the resistance of the member against axial deformation
B.It can be used even for non-prismatic members
C.It can only be used to compute for the elastic axial deformation of the member
D.The term P refers to the internal axial force at the section considered
A rigid bar ABC is loaded and supported as shown in the figure. After the load P is applied,
the deformation of bar BD, SD=0.6mm. What is the displacement at point B?
A.0.36 mm
B.0.48 mm
C.0.75 mm
D.1.00 mm
0.3 m
0.3 m
Which of the following statements is TRUE for a circular shaft under pure torsion?
A. The angle of twist of a point on the shaft's cross section is proportional to its radial
distance from its longitudinal axis.
B.The shear stress developed is proportional to the length of the member.
C.The shearing strain developed is directly proportional to its radial distance from the
longitudinal axis.
D. The internal torque experienced is proportional to the length of the member.
Consider a solid circular shaft fixed at one end and free at the other end with a concentrated
torque applied at the free end. Which of the following will result in a decrease in the
maximum shear stress in the rod?
A.Applying the torque at the mid-length of the rod instead of at the free end
B.Increasing the diameter of the rod
C.Using a hollow cylinder instead of a solid rod
D.Using a material with a higher modulus of rigidity
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