1. 0.30 m
2. 0.40 m
3. 0.86 m
4. 0.81 m
0.40 m
No Explanation available for this question
1. H2 and S2 respectively
2. H2 and S1 respectively
3. H3 and S2 respectively
4. H3 and S1 respectively
H2 and S2 respectively
No Explanation available for this question
1. zero
2. 11/√2 cm
3. 11 cm
4. 11√2 cm
11 cm
No Explanation available for this question
1. at point of inter-section of the inflow and outflow hydrographs
2. a point, after the inter-section of the inflow and outflow hydrographs
3. the tail of inflow hydrographs
4. a point, before the inter-section of the inflow and outflow hydrographs
at point of inter-section of the inflow and outflow hydrographs
No Explanation available for this question
1.
2.
3.
4.
No Explanation available for this question
1. The maximum bending stress in tension or in compression in extreme fibre calculated on the effective section of a beam shall not exceed 0.66fy.
2. The bearing stress in any part of a beam when calculated on the area shall not exceed 0.75 fy.
3. The direct stress in compression on the gross sectional area of axial loaded compression member shall not exceed 0.6 fy.
4. None of above.
None of above.
No Explanation available for this question
1. 3.83 MPa
2. 5.47 MPa
3. 21.23 MPa
4. 30.0 MPa
3.83 MPa
No Explanation available for this question
1. ML/12EI
2. ML/11EI
3. ML/8EI
4. ML/7EI
ML/11EI
No Explanation available for this question
1.
2.
3.
4.
No Explanation available for this question
1.
2.
3.
4.
No Explanation available for this question