How many-legged stirrups do I have to provide in Footing if shear stress exceeds 5 kg/cm2?
Step by Step procedure for construction of building foundation on an organised construction site can be as below: First step is to write a method statement involving scope of work, references, count and type equipments and labour required and requirements . Ensure you have approved drawings good foRead more
Step by Step procedure for construction of building foundation on an organised construction site can be as below:
- First step is to write a method statement involving scope of work, references, count and type equipments and labour required and requirements .
- Ensure you have approved drawings good for construction
- Prepare BBS for foundations and order reinforcement and ensure materials are on site and correctly stored.
- Request survey department to mark foundation centrelines and sizes including working space.
- Perform excavation manually or using machines depending on depth, nature of soil and water table. Some time you may to resort to dewatring to keep the water well below the foundation level.
- Do not over excavate . Any over excavation should be made top by lean concrete.
- Do not expose the foundation level for long time time. Ensure lean concrete is poured as soon as foundation level is reached .
- Inspect the foundation level for loose material or soft patches.
- Lean concrete is normally 75mm in thickness
- Following PCC or lean concrete, install reinforcement including column reinforcement or dowels and shutter the foundation. Use concrete covers of required size at the bottom and sides of reinforcement.
- In Middle East they introduce waterproof membranes ( refer: Grace Products)on lean concrete which raps the entire foundation as protection ( also known as tanking)
- Once the rebar is in place , with cover you need dust off and get the foundation inspected.
- Concrete Pour Card provides you all the checks you need to perform before casting foundations.
- You order correct grade concrete + check slump+temperature before concrete is allowed to be poured.
- Compact the concrete in layers using vibrators without leading to segregation.
- Cast the cubes to test at 7 and 28 days
- Cure the cast concrete for minimum of 10 days if it is wet curing
- Deshuttering of vertical faces is normally 24 hour to 48 hours.
- Once deshuttered and cured foundation is provided with coating or membrane protection.
- Finally foundations are backfilled by selected approved fill material in layers of 200mm or less to 95% degree.
Hope this helps.
See less
Rohan Chaugule
2 legged vertical stirrups are to be provided when shear stress increases more than 5kg/cm2. The footing undergoes punching shear due to which its stability.One-way shear has to be checked across the full width of the base slab on a vertical section located from the face of the column, pedestal or wRead more
2 legged vertical stirrups are to be provided when shear stress increases more than 5kg/cm2. The footing undergoes punching shear due to which its stability.One-way shear has to be checked across the full width of the base slab on
a vertical section located from the face of the column, pedestal or wall at a distance equal to
(i) effective depth of the footing slab in case of footing slab on soil.
2) half the effective depth of the footing slab if the footing slab is on
Two-way or punching shear (cls.31.6 and 34.2.4)
Two-way or punching shear shall be checked around the column on a
perimeter half the effective depth of the footing slab away from the face of the column or pedestal
The permissible shear stress, when shear reinforcement is not provided, shall not exceed ks c τ , where ks = (0.5 + β c ), but not greater than one, β c being the ratio of short side to long side of the column, and c τ = 0.25(fck) 1/2 in limit state
method of design, as stipulated in. Normally, the thickness of the base slab is governed by shear. Hence, the necessary thickness of the slab has to be provided to avoid shear reinforcement.