RCC beam design excel sheets as per is 456 |RCC beam design |design of RCC simply supported beam
RCC beam design excel sheets as per is 456 |RCC beam design |design of RCC simply supported beam
RCC BEAM DESIGN
According to IS 456, The minimum depth of beam should satisfy the following condition
Table 2 span to depth ratio based on the span and type of beams, IS 456 2000
| Beam span | Beam type | Span/depth ratio |
| Up to 10m | Simply supported | 20 |
| Cantilever | 7 | |
| Continuous | 26 | |
| Greater than 10m | Simply supported | 20*10/span |
| Cantilever | - | |
| Continuous | 26*10/span |
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YESTERDAY JOBS
STEPS INVOLVED IN DESIGN OF BEAM
(a) Preliminary sizing of members
(b) Estimation of design load for design
(c) Structural analysis of the beam
(d) Selection of concrete cover thickness
(e) Flexural design (bending moment resistance)
(f) Curtailment & anchorage
(g) Shear design
(h) Check for deflection
(i) Check for cracking
(j) Provide detailing sketches
(b) Estimation of design load for design
(c) Structural analysis of the beam
(d) Selection of concrete cover thickness
(e) Flexural design (bending moment resistance)
(f) Curtailment & anchorage
(g) Shear design
(h) Check for deflection
(i) Check for cracking
(j) Provide detailing sketches

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