Roof Slab Reinforcement Drawing

If reinforced concrete were to be reused strong connections would have to be made between roof and walls.

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. Reinforcement detailing of a slab is done based on its support conditions. This is a complete reinforced concrete structural design set of drawings for a small house 12x12m dimensions to be used as a template. 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.

On the other hand when. Span length for end span according to aci 8 7 is minimum of. How to read structural drawing. 2 6 roof slab layout.

Section a a see figure 1 above. Roof truss member schedule main roof roof truss member schedule jamthog roof december 2017 g 5 ricbl commercial building dekilane phuenstholing. 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. One way slab bar bending schedule calculation.

In the drawings the beam sizes are designated width x depth includes slab thickness if any. I l ln hf 8 5 12 8 42 ii c c distance between supports 9 0625 figure 2. Slab supported directly by columns are called flat slab. Number of bars formula length of slab spacing 1.

Number of main bars ly spacing 1 5000 150 1 34 nos. Reinforced concrete slabs are heavier and generate higher seismic forces in an event. First find number of rods required for main reinforcement and distribution. Such slabs left unconnected to walls caused many deaths in the 2005 quake from school roof collapses.

Slab reinforcement structural drawing reading in details with one way and. Slab may be supported on walls or beams or columns. 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.