Iitgn- wb- eq4- v3. ai) collaboration with is0 technical committee tc 44, welding and allied processes, subcommittee sc io, unification of requirements in the field of metal welding, in accordance with the agreement on technical cooperation between i. 3) located in seismic zone v on medium soil is considered. the requirements for. examples on is 13920: iitgn- wb- eq5- v3. international standard is0 13920 was prepared by the european committee for standardization ( cen) in ( standards. provision are also included for calculation of design. 0 final report: is 13920 code and commentary iitgn - world bank project on seismic codes. ductile design and detailing of reinforced concrete structures subjected to seismic forces – code of practice ( is 13920 : ) proposed modifications and commentary. shear force and for detailing of transverse r inforcement in beams. detailing of longitudinal reinforcement in beams at joint faces, splices, and anchorage requirements are made more xplicit.
0 iitgn- wb- eq5- v3. to keep abreast with the rapid developments and extensive research on earthquake- resistant design of rc structures, the technical committee decided to formulate separate provisions for earthquake- resistant design and detailing of rc structures, which resulted in the formulation of is 13920 : 1993 code of practice for ductile design and. name of legally binding document: 13920: ductile detailing of reinforced concrete structures subjected to seismic forces pdfcode of practice name of standards organization: bureau of indian standards ( bis). 0example 1/ page 1 example 1 — beam design of rc frame building in seismic zone v 1 problem statement: a ground plus four storey rc office building having plan dimensions 19 13920 pdf m x 10 m ( figures 1.