When do we need doubly reinforced beams ?
As the name implies doubly reinforced beams means we are providing the reinforcement in both the zones. In the case of a beam the zone is basically compression and tension
Reinforced Concrete Design
What is the fundamental assumption of flexural theory ?
In the process of analysis and design of a R.C.C sections, there are some few assumption which we use to make the process simple. Some basic assumptions are : Plane
Steps involved in design of a two way slab | IS 456: 2000?
Designing a two-way slab according to the guidelines set forth in IS 456:2000 is a crucial skill for civil engineers and aspiring students in the field of structural engineering. Two-way
What is limit state of serviceability ?
A structure should be serviceable and its important that it should serve the intended function throughout its life. When we follow the limit state of serviceability as per Indian Standards
Reinforcement – Is it needed in concrete ?
As I have already mentioned concrete is good in compression and is bad in tension. So it is very much required there should be something which will resist the tensile
M50 concrete mix design -Steps|IS-10262:2009 |IS-456:2000
In this emerging world of modern design of structures, Concrete acts as the backbone of civil engineering. A structural engineer’s first and foremost objective is to build an efficient and
RCC Beam Design-Basics and Design Philosophy
In this and the following few posts I will be discussing about the design of RCC beam. Definition of a Beam A beam is a structural element that is capable
Under-reinforced v/s Over-reinforced
Structural members are designed for loads that are expected to occur during the intended life of the structure. But sometimes the structure gets loaded beyond these loads and the structural
What is the difference between a beam and a column?
Beam and Column In structural engineering we give names to different structural members based on their behavior under applied load. For example: Say you have a rod of length 3
How do we know whether a two way slab is continuous or discontinuous along its edges?
A continuous edge means that the slab can transfer the load to the adjacent slab through that edge. Consider the above L shape building with three slabs cast monolithically (this is important