Consider a fillet section subjected to a tensile force F. Knowing that the fillet section has auniform thickness of 5 mm and a yielding stress of 250 MPa, determine the force F thatinitiated the yielding of the fillet section.a.1.25 kNb.2.5 kN↑c.4 kNd.2 kN40 mm25 mm40 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 deformationB.It can be used even for non-prismatic membersC.It can only be used to compute for the elastic axial deformation of the memberD.The term P refers to the internal axial force at the section consideredA 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 mmB.0.48 mmC.0.75 mmD.1.00 mm0.3 m0.3 mWhich 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 radialdistance 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 thelongitudinal 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 concentratedtorque applied at the free end. Which of the following will result in a decrease in themaximum shear stress in the rod?A.Applying the torque at the mid-length of the rod instead of at the free endB.Increasing the diameter of the rodC.Using a hollow cylinder instead of a solid rodD.Using a material with a higher modulus of rigidity

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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

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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