This method is based on distribution of the load wto two loads one in the short direction ws and the other in the long direction wl where w ws wl1 Consider two strips of unit width in the. We have a Two way slab drawing with the following data Length 5 Meter Width 4 Meter Main Bar 12 mm Spacing 150 mm cc Alternate bent up Distribution Bar 10 mm Spacing.
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To distribute the load on a two-way slab simply draw an isosceles triangle in its short direction and a trapezoid in its long direction as shown on the rest of the slab below.
. This method was provided in the. Steel deckmetal deck are used for one way slab because of the direction of its. The slab is commonly divided into.
Steel Deck Load Distribution. The formulas are presented below. Two-way slab systems are almost always continuous and monolithic so the accuracy of any approximate method truly is relative to several variables including the.
This video explains the load distribution on two-way slab load derivations. There are 3 types of two-way slabs. In two way slab the ratio of longer span to shorter span is less than 2.
It is suitable for small. Column dimensions of 16 in. Are adequate for axial load.
Types of Two Way Slab. Two-Way Concrete Floor Slab with Beams Design and Detailing Design the slab system shown in Figure 1 for an intermediate floor where the story height 12 ft column cross- sectional. 2 in two way slab load is acting vertically and carried uniformly distributed all four sides of wall beam it will distributed in both longer span and shorter span all sides so tension in all.
Two Way Solid Slab with beams This slab can be used for a wide variety of loading systems. Two way slab is a slab which is supported by four beams and load is uniformly distributed in all for sides of wall beam. Two-Way Slab Analysis and Design ACI 318 states that a slab system shall be designed by any procedure satisfying.
Two-way Slab Loads on a two-way slab are transferred to all beams on all the sides. So each beam supports an amount of the load from the slab. Some of the formulas can be obtained from Reynolds and Steedman 2005 for transfer of load from two-way slab to beams.
CloudSan1 CivilEnvironmental OP 15 Nov 21 0153. The coefficient method may be the simplest easiest and the quickest approach for the design of two-way slab supported by edge beam on all slab sides.
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