1
GATE ME 2004
MCQ (Single Correct Answer)
+2
-0.6
The Mohr's circle of plane stress for a point in a body is shown. The design is to be done on the basis of the maximum shear stress theory for yielding. Then, yielding will just begin if the designer chooses a ductile material whose yield strength is GATE ME 2004 Strength of Materials - Complex Stresses Question 15 English
A
45 MPa
B
50 MPa
C
90 MPa
D
100 MPa
2
GATE ME 2004
MCQ (Single Correct Answer)
+2
-0.6
A steel beam of breadth 120 mm and height 750 mm is loaded as shown in the figure. Assume modulus of elasticity as 200 GPa. GATE ME 2004 Strength of Materials - Deflection of Beams Question 17 English

The value of maximum deflection of the beam is

A
93.75 mm
B
83.75 mm
C
73.75 mm
D
63.75 mm
3
GATE ME 2004
MCQ (Single Correct Answer)
+2
-0.6
A steel beam of breadth 120 mm and height 750 mm is loaded as shown in the figure. Assume modulus of elasticity as 200 GPa. GATE ME 2004 Strength of Materials - Deflection of Beams Question 18 English

The beam is subjected to a maximum bending moment of

A
3375 kN-m
B
4750 kN-m
C
6750 kN-m
D
8750 kN-m
4
GATE ME 2004
MCQ (Single Correct Answer)
+2
-0.6
A solid circular shaft of $$60$$ mm diameter transmits a torque of $$1600$$ N - m. The value of maximum shear developed is
A
$$37.72$$ MPa
B
$$47.72$$ MPa
C
$$57.72$$ MPa
D
$$67.72$$ MPa
EXAM MAP