Table of Contents
- 1 What is a shear link?
- 2 How do you calculate shear reinforcement?
- 3 What is the lapping length of rebar?
- 4 How do you calculate shear capacity of a slab?
- 5 How is shear capacity of rebar calculated?
- 6 How is punching shear stress calculate in column supported slab systems?
- 7 What is the shear ratio for a lap joint on leg?
- 8 How much shear reinforcement should be in the form of links?
What is a shear link?
Shear links are provided to carry the shear forces induced by the applied loads on structural elements. They are the bending moment and shear forces. Shear force is the force that transfers the applied load to the support. As discussed above, shear link reinforcement is inevitable in the beam.
What is the correct formula for ΦVC?
Calculate ϕVc = 2 λϕ√fc’ (bw x d)= 2(1)(0.75)√3000 x ( 16×27. 375) /1000= 35.99 kips ϕ = 0.75; λ = 1 for normal weight concrete; 0.85 for sand-lightweight concrete; 0.75 for all lightweight concrete.
How do you calculate shear reinforcement?
The design of beams for shear should be based on the following relation:
- Vu=< Vn
- : strength reduction factor which is equal to 0.75.
- Vc=0.75*0.17*(28)(1/2)*400*550*10-3= 148.426 KN.
- Since Vu, at distance (d)=335.65 KN> Vc=148.426 KN, Therefore shear reinforcement is required.
What is the formula for punching shear check?
For an interior punching shear perimeter this will always be L1/2 or L2/2. For edge and corner cases this value is calculated as the moment of area of the shear perimeter/area of the sides.
What is the lapping length of rebar?
Normally, lapping position is at where near the minimum shear force is acting. Normally lap length is 50D meaning 50 times the bar diameter if both bars are of same diameter. When lapping two bars of different diameters, the lap length is considered as 50 times the smaller diameter.
What is the difference between a 2 legged stirrups and a 4 legged stirrups?
Multi-legged stirrups:- more than 2 legged are known as multi-legged stirrups. 4 legged stirrups require more quantity of reinforcement and therefore a resist more shear stress and force and they also provide more stability to the top and bottom reinforcement when pouring of concrete.
How do you calculate shear capacity of a slab?
Starts here12:32RC Slab Design EC2 – Worked example – Shear and deflection …YouTube
How do you calculate shear reinforcement in slabs?
Starts here9:15Shear Resistance of a Singly Reinforced Concrete Slab to …YouTube
How is shear capacity of rebar calculated?
Starts here8:55Reinforced Concrete Shear Capacity Example Problem – YouTubeYouTube
How do you check slab for punching shear?
Starts here10:33Punching Shear in Foundation & Slab with 3D Animation – YouTubeYouTube
How is punching shear stress calculate in column supported slab systems?
The Maximum Punching Shear Stress is determined based on the punching shear failure cone and the applied values of shear and moments. The ‘d’ is the effective depth of the slab. The punching shear perimeter is formed at a distance of d/2 from the edges of the column or the pedestal.
How do you calculate rebar splicing?
Starts here2:22how to calculate rebar overlap/ cut length of overlap – YouTubeYouTube
What is the shear ratio for a lap joint on leg?
A lap joint on the leg near the surface of a web is allowed only for high bond bars. (4) At least | 50 % | of the necessary shear reinforcement should be in the form of links. (5) The shear ratio is given by Equation (5.16):
How to design shear links for shear design?
Links can place horizontally in between the vertical bars. The number of links to be provided in the vertical direction and horizontal direction shall be as per the design requirements. Method of calculation of the number of shear links can be referred from the article about punching shear design.
How much shear reinforcement should be in the form of links?
(4) At least β 3 of the necessary shear reinforcement should be in the form of links. Note: The value of β 3 for use in a Country may be found in its National Annex. The recommended value is 0.5. (5) The ratio of shear reinforcement is given by Expression (9.4):
What is the shear strength of the welds?
If the size of the welds is 1/2-inch as shown in above figure leg length fillets then the shear strength (load carrying capacity) of the welds will be: as calculated earlier, the allowable shear stress is 70,000 x 0.30 = 21,000 psi.