Roof Slab Reinforcement Drawing

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.

Roof slab reinforcement drawing.

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. This is a complete reinforced concrete structural design set of drawings for a small house 12x12m dimensions to be used as a template. 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. Section a a see figure 1 above.

One way slab bar bending schedule calculation. I l ln hf 8 5 12 8 42 ii c c distance between supports 9 0625 figure 2. 2 6 roof slab layout. Such slabs left unconnected to walls caused many deaths in the 2005 quake from school roof collapses.

Number of main bars ly spacing 1 5000 150 1 34 nos. On the other hand when. Reinforced concrete slabs are heavier and generate higher seismic forces in an event. 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.

Slab supported on two sides and bending takes place predominantly in one direction only is called one way slab. Slab may be supported on walls or beams or columns. Reinforcement detailing of a slab is done based on its support conditions. Slab reinforcement structural drawing reading in details with one way and.

Span length for end span according to aci 8 7 is minimum of. Slab supported directly by columns are called flat slab. How to study of structural reinforcement drawing. How to read structural drawing.

Roof truss member schedule main roof roof truss member schedule jamthog roof december 2017 g 5 ricbl commercial building dekilane phuenstholing. If reinforced concrete were to be reused strong connections would have to be made between roof and walls. First find number of rods required for main reinforcement and distribution.