Roof Slab Reinforcement Drawing

This drawing represents the details of reinforcement of roof slab its section and openings in the roof for various purpose such as stairs or skylight.

Roof slab reinforcement drawing.

Span length for end span according to aci 8 7 is minimum of. Fifth roof floor slab bottom reinforcement plan. In this video we learn how to reinforcement design in slab in autocad in hindi dear all slab two type ke hote hain one way slab two way slab slab me reinforc. I l ln hf 8 5 12 8 42 ii c c distance between supports 9 0625 figure 2.

In the drawings the beam sizes are designated width x depth includes slab thickness if any. 2 6 roof slab layout. Slab may be supported on walls or beams or columns. How to read structural drawing.

Therefore l 8 42 slab thickness hf l 20 0 4 fy 100000 for fy 60000 psi 8 42 20 0 4 40000 100000 12. First find number of rods required for main reinforcement and distribution. One way slab bar bending schedule calculation. Reinforcement detailing of a slab is done based on its support conditions.

Such slabs left unconnected to walls caused many deaths in the 2005 quake from school roof collapses. This is a complete reinforced concrete structural design set of drawings for a small house 12x12m dimensions to be used as a template. On the other hand when. How to study of structural reinforcement drawing.

If reinforced concrete were to be reused strong connections would have to be made between roof and walls. Slab supported directly by columns are called flat slab. Slab reinforcement structural drawing reading in details with one way and. It also includes mat spread foundation column details beam reinforcement tables slab reinforcement details stairs pitched concrete roof cantilever veranda slab with parapet wall typical details cross sections.

Section a a see figure 1 above. Reinforced concrete slabs are heavier and generate higher seismic forces in an event. Slab supported on two sides and bending takes place predominantly in one direction only is called one way slab.