One Way Roof Slab Design

L effective span lesser of the following.

One way roof slab design.

One way slab design steps. The load on the slab is carried by the short span in one direction. The slab has to carry a distributed permanent action of 1 0 kn m2 excluding slab self weight and a variable action of 3 0 kn m2. Calculate the effective span of slab from is 456 clause 22 2 which is least of.

In other words the one way slab is supported by beams in such a way that the load is carried along one direction. Normal weight aggregate concrete is specified with a density of 145 pcf. Assuming cover 3 4 in figure 1 the minimum thickness for one way slab simply supported l 20 using table 1 aci 9 5 2 1. One way slab is designed as singly reinforced rectangular section.

One way slab can be defined as the type of slab in which the ratio of the longer span to the shorter span is greater than two. L ln h 2 h 2 ln h h depth of slab and l c c distance between supports. Under the action of loads it is deflected in the short direction only in a cylindrical form. H min for the slab is different compared with the beams.

One way slabs transfer the imposed loads in one direction only. 1 1 a in which the structural action is essentially one way the loads being carried in direction perpendicular to the supporting beams or walls. Examples of one way slab. Simply supported one way slab a rectangular reinforced concrete slab is simply supported on two masonry walls 250 mm thick and 3 75 m apart.

When the ratio of the longer to the shorter side l s of the slab is at least equal to 2 0 it is called one way slab shown in figure 8 1 a. Design a one way slab for the inside of a building using the span loads and other data given in figure 1. Longer span l shorter span b 2. Determine the minimum thickness of slab from serviceability criteria of deflection control.

Calculate aspect ratio and determine either it is one way or two way slab. Longer span shorter span 2. One way slab and two way slab.