If the beam is subjected to a bending moment of M = 16 kN.m, the maximum bending stress inthe beam is ( ). [img=758x530]17de83378488e00.jpg[/img]
A: 48.6 MPa
B: 74.5 MPa
C: 59.6 MPa
D: 85.4 MPa
A: 48.6 MPa
B: 74.5 MPa
C: 59.6 MPa
D: 85.4 MPa
举一反三
- If the beam is subjected to a bending moment of M = 15 kN.m, the maximum bending stress inthe beam is ( ). [img=443x401]1803275dfac22cc.jpg[/img] A: 5.88 MPa B: 3.92 MPa C: 1.96 MPa D: 7.84
- (4) The normal stress associated with the bending moment is ( ) MPa
- The bending stress developed at corners A is ( ). [img=480x470]1803275e1832bda.jpg[/img] A: 30 MPa (Tension) B: 30 MPa (Compression) C: 42 MPa (Tension) D: 42 MPa (Compression)
- The average stress σm and stress amplitude σa of the alternating stress in the figure are respectively ( ).[img=239x154]17de8405f43ce66.jpg[/img] A: σm = 40MPa，σa = -120 MPa B: σm = -40MPa，σa = -40 MPa C: σm = 0MPa，σa = 120 MPa D: σm = -40MPa，σa = 80 MPa
- In the following cantilever beam, the ( ) of the cross-section C and B is different.[img=617x199]1803a0fa75c83b4.jpg[/img] A: bending moment M B: shear force V C: deflection v D: slope angle [img=9x19]1803a0fa7e46ed5.png[/img]