I have a slab of 20cm thickness of 20m by 4m in wich we are installing 15 tons electric panels , and we have put 4 H-shaped columns under the slab but we have done many cores in the slab which seems very normal , can you help me by telling me how to calculate the bearing capacity of the slab or give me an idea if i should increase more columns Note: load distribution area 12*1.5 m2
1992Post New GS Infra Interview Questions
What are access specifiers?
What is difference between Performance Management and Performance Appraisal?
What is lookup change?
Can we install ubuntu on external hard disk?
What are the new features in java 8? Explain
What base class do event receivers inherit from?
what are differences between composition and inheritance in c
List different functions used to call an activity from java script.
what are the chemical constituents of the plant Cucumis prophetarum?
What is sentiment analysis, and how is it used in financial markets?
from which subjects most of the technical que will b asked for hpcl(electrical).pls help me
The commands through which an abap/4 module can “branch to “ or “call” the next screen are?
what is the difference b/w ground & virtual ground?
When was the sap abap being created?
How do I open system32?
