Double-Storey Terrace House Project at Rawang
After completing load distribution on each beams, started calculating the load acting on each beams such as wall load, self-weight of beam, slab load, etc. With all the load acting on each beam calculated, max moment acting on the beam can be calculate then the reinforcement steel bars required can be calculate using BS8110: Part 1:1997 Clause 3.4.4.4.
Checking of each beam of every floor, i.e. ground floor beams, first floor beams, roof beams and upper roof beams.
Subscribe to:
Post Comments (Atom)
No comments:
Post a Comment