1. (π2 EI)/L2
2. (2π2 EI)/L2
3. (3π2 EI)/L2
4. (4π2 EI)/4L2
(4π2 EI)/4L2
1. 7.0 kNm
2. 3.5 kNm
3. 4.5 kNm
4. 5.0 kNm
5.0 kNm
1. 220 MPa
2. 110 MPa
3. 314 MPa
4. 330MPa
314 MPa
1. f’c /fe + f’b/fb
2. f’c/fe - f’b/fb
3. f’c /fe + f’b/fb >1
4. f’c /fe - f’b/fb >1
f’c /fe + f’b/fb >1
1. Toque in each shaft is the same
2. Shear stress in each shaft is the same
3. Angle of twist of each shaft is the same
4. Torsional stiffness of each shift is the fail
Angle of twist of each shaft is the same
1. Along a plane perpendicular to its longitudinal axis
2. In the direction of minimum tension
3. Along surfaces formatting a 450 angle with the longitudinal axis
4. Not in any specific manner
Along surfaces formatting a 450 angle with the longitudinal axis
1. One end of the column is clamped and the other end is free
2. Both ends of the column are clamped
3. Both ends of the column are hinged
4. One end of the column is hinged and the other end is free
Both ends of the column are clamped
1. Intensive properties
2. Extensive properties
3. Point functions
4. Path functions
Path functions
1. Q = 0, W = -2.3, ΔU = +2.3
2. Q = + 2.3, W = 0, ΔU = +2.3
3. Q = - 2.3, W = 0, ΔU = -2.3
4. Q = 0, W = + 2.3, ΔU = -2.3
Q = 0, W = -2.3, ΔU = +2.3
1. 0.10
2. 0.30
3. 2.50
4. 2.93
2.93