- "P"kN is load applied on Concrete cube of 15cm x 15cm x 15cm at failure. "Q"kN is load applied on Concrete Cylinder of 15cm Diameter and 30cm height. Provide relationship between P and Q
- Why two point loads are applied in Flexural Strength Test of Concrete beam test instead of single point load at mid span?
- Why concrete code specify upper limit on shear strength of concrete?
- Two simply supported beam having span of 6m and 12m having same maximum working design moment of 100kNm at mid span.Both beam will require same steel section or different? explain
- Explain design of Steel Connections
- Compute Design moment for 8.5m simply supported crane girder. It carries two wheels spaced at 1.5m c/c. Load from each wheel is 5t.
- Explain the procedure of selection of Steel Grade ( Strength and Ductility) for the project
- Explain the behaviour of closed section and open sections under action of torsion.
- Describe different type of foundations ( Both Shallow and Deep) with advantages and limitations
- Describe seismic load calculation procedure
- Describe factors affecting durability of concrete
- Compute structural working load capacity of 75cm, C40 Grade circular pile with 2% reinformcement
- Design Pile Layout to Transfer Load of 1000t and uni-axial 500tm ( any direction) . Safe working capacity of pile is 100t and spacing 1.8m c/c. No of piles required
Please send answer at GorHemant@Gmail.com
Thanks to Kausick Banerjee for sharing Questions
Thanks to Kausick Banerjee for sharing Questions
