Shoring: TBEAM must rest firmly before pourng of concrete slab. shoring members must be capable of supporting the deadweight of t-beam and concrete slab. For t-beam more than 4.00 meter span, quarter spacing of shoring ir required. For T-beam less than 4.00 meter span, only midspan shoring is required.
If it is with collapsible steel forms, removable steel forms and wood stiffers can be removed 3 daws after the pouring of concrete slab. However, shoring of T-beam must remain in place for not less than 7 days.
