Notes: PR 400 Estimate the quantity of Steel Reinforcement and Concrete quantity for the attached...
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Notes: ● PR 400 Estimate the quantity of Steel Reinforcement and Concrete quantity for the attached plan below. Standard main rebar hook = 12db without bend Columns dimension 500x500mm T 4500mm 4000mm 5500mm Standard rebar hook for both Tie and Stirrup 6db without bend For Stirrup at begin and end of beam, the space is 130mm, and at mid of beam is 250mm Such Table and Table3 below must be made to write down length of each bar and obtaining final quantity of steel weight for Slab and Beams, Sand Density= 1470kg/m³, and Density of Gravel= 1500kg/m³ Such Table2 below must be made to fill up quantity of concrete and its ingredient for the Slab and Beams Beg TO Offset but חוין912 -5500mm 0300mm additional top ba #12min 3x3mm Concrete Column 100mm 500x500mm 5020mm # *-500mm* Sec 0-0 5020mm 500mm ***** dd ㅏ || Sec d-d et -5020mm || 11 dyd man -5020mm Form -4500mm JAMES 1400mm 150mm Straight bottom bat #12 #300mm 1 Do 5x20mm 150mm I m 6 TO 5020mm- C Opening !! || ........ *-500mm* Sec b-b Gost 2020mm. -500mm Sec e-e -2020mm 6000mm Uffuet bat P12mm)-H 0250mm B 150mm 2 2020mm- ۱۱۱۱۱۲۲۲ 16 2020mm t Additional top bar 12mm! #250mm 4 Straight bottom bar *120m 0250mm -500mm Sec c-c 500mm +Beam 1 **** +Beam 1 -5020mm Sec f-f +Beam 1 Y am 1 5*20mm I 1 Notes: ● PR 400 Estimate the quantity of Steel Reinforcement and Concrete quantity for the attached plan below. Standard main rebar hook = 12db without bend Columns dimension 500x500mm T 4500mm 4000mm 5500mm Standard rebar hook for both Tie and Stirrup 6db without bend For Stirrup at begin and end of beam, the space is 130mm, and at mid of beam is 250mm Such Table and Table3 below must be made to write down length of each bar and obtaining final quantity of steel weight for Slab and Beams, Sand Density= 1470kg/m³, and Density of Gravel= 1500kg/m³ Such Table2 below must be made to fill up quantity of concrete and its ingredient for the Slab and Beams Beg TO Offset but חוין912 -5500mm 0300mm additional top ba #12min 3x3mm Concrete Column 100mm 500x500mm 5020mm # *-500mm* Sec 0-0 5020mm 500mm ***** dd ㅏ || Sec d-d et -5020mm || 11 dyd man -5020mm Form -4500mm JAMES 1400mm 150mm Straight bottom bat #12 #300mm 1 Do 5x20mm 150mm I m 6 TO 5020mm- C Opening !! || ........ *-500mm* Sec b-b Gost 2020mm. -500mm Sec e-e -2020mm 6000mm Uffuet bat P12mm)-H 0250mm B 150mm 2 2020mm- ۱۱۱۱۱۲۲۲ 16 2020mm t Additional top bar 12mm! #250mm 4 Straight bottom bar *120m 0250mm -500mm Sec c-c 500mm +Beam 1 **** +Beam 1 -5020mm Sec f-f +Beam 1 Y am 1 5*20mm I 1
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Steel Reinforcement Estimation Bars Length m Quantity kgm Main Bars in Columns Longitudal bars Longitudinal spacing 200mm 2 410mm 4 700mm 0410 07 111 ... View the full answer
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