WebJul 19, 2024 · Negative Moment on Continuous Edge = 0.087 x 288.5 x 10^2 = 2.510 k-ft. Negative Moment on Discontinuous Edge = 1/3 x 0.432 = 0.144 k-ft. Negative Moment on Discontinuous Edge = 1/3 x 0.432 = 0.144 k-ft. If you insert One way slab data. then this calculation result show for one way slab. WebJul 10, 2024 · The slabs are considered as spanning two-way when the longer to shorter span length is less than a ratio of two. The bending of these slabs takes the shape of a dish-like form when loaded uniformly. …
Continuous Spanning Slab Design Example To Eurocode 2
WebJun 11, 2024 · Step 1. Calculate aspect ratio and determine either it is one-way or two-way slab. Aspect ratio = longer span / shorter span. If greater than equal to 2, it is one-way slab and if less, it is two-way slab. Step 2. Determine the minimum thickness of slab from serviceability criteria of deflection control. WebMar 27, 2024 · Δ a = Δ b → 5 w a l a 4 384 E I = 5 w b l b 4 384 E I. w a w b = ( l b l a) 4. All reinforced concrete references for slab design divide into one-way and two-way if the quotient of l b l a is greater or less than a value of 2, respectively. Using the above equations, when l b l a = 2, the load carried by short direction is equal to w a = 16 ... bombergers store hours
One-way & Two-way Reinforced Concrete Slabs Analysis SkyCiv
WebMar 28, 2024 · A continuous spanning slab is designed to undertake plant loading on the first floor . The office loading has been taken as 7.5 kN/m 2. The floor finishes, ceilings and services have been taken as 1.0 kN/m 2. The concrete grade of the slab is C32/40. The fck = 32 N/mm 2 and fyk = 500 N/mm 2 (yield stress of reinforcement). WebMar 13, 2024 · The one-way slab is economical up to a span of 3.6 meters. The two-way slab is economical for panel sizes up to 6m x 6m. i. In a one-way slab quantity of steel required … WebApr 25, 2024 · 1. One way slab is supported on two beams on opposite sides. Two way slabs are supported by beams on all sides. 2. Load is distibuted to two beams in one direction. Load is distibuted to all supporting beams in both directions. 3. Main bar reinforcement is designed for the shorter slab direction. bomberger\u0027s ace