Roof Slab Reinforcement Drawing

Span length for end span according to aci 8 7 is minimum of.

Roof slab reinforcement drawing.

Number of bars formula length of slab spacing 1. On the other hand when. How to study of structural reinforcement drawing. Reinforced concrete slabs are heavier and generate higher seismic forces in an event.

Number of main bars ly spacing 1 5000 150 1 34 nos. First find number of rods required for main reinforcement and distribution. 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. 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.

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. Such slabs left unconnected to walls caused many deaths in the 2005 quake from school roof collapses. 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.

This is a complete reinforced concrete structural design set of drawings for a small house 12x12m dimensions to be used as a template. Slab reinforcement structural drawing reading in details with one way and. 2 6 roof slab layout. Fifth roof floor slab bottom reinforcement plan.

Section a a see figure 1 above. Reinforcement detailing of a slab is done based on its support conditions. Slab supported directly by columns are called flat slab. Slab may be supported on walls or beams or columns.

In the drawings the beam sizes are designated width x depth includes slab thickness if any. Slab supported on two sides and bending takes place predominantly in one direction only is called one way slab. Roof truss member schedule main roof roof truss member schedule jamthog roof december 2017 g 5 ricbl commercial building dekilane phuenstholing.