Details for cantliver solid slab reinforced0.15.1Name of project4-16-20-25/ 0.240.24Type of project1DwellingType of floor1Ground floor0.10.1Flour number 0.10.24Span number2TwoName of span0.12.225Type of continuity for long direction0Simple span0.10.1dimension of slabConcrete volumeLength of cantliver from center line ( m )26.00m30.112.1Length of slab in long direction ( m )200.10.1Debth of slab ( cm )16Main reinforced5F16% of reinforced0.18.4Secondary reinforced212.19kg \ m30.20.2lower reinf.5F10Upper reinf.5F100000Breadth of beamLeft distance12.5cmRight distance12.5cm0.112.1Detail of0.740.74main rein.L15.000.18.4L20.140.840.84L32.13L total7.2700Detail of00secondary rein.NamelowerupperL112.0012.00L28.308.30L30.000.00L total20.3020.30Specification of barsPlace of barsNumber of barsLength of barsDiameterweight1 - straight lower bars1020.310125.250.6172 - straight upper bars1020.30100.000.6173 - 1007.27161147.871.58TOTAL WEIGHT ( kg )1273.12

1- dwelling2- office building3- hospital4- halls5- school0 - basement1- ground floor2 - floor3- roof0 - Simple span1 - continous from one side2 - continous from two side

Main reinforced

Secondary reinforced

Details for cantilever beam reinforced05.125abcdeName of project4-16-20-250.660.66fghIjType of project1Dwelling / klmnoType of floor1Ground floor00pqstrFlour number0.10.66uvwzxName of spanPlace of beam2Interior beam02.125dimension of cantliver beamConcrete volume0.10.1L ( m )20.24m3d ( cm )60b ( cm )2500Lower reinforced% of reinforced00Additional Straight bars0F12103.76kg \ m3Upper reinforced4F1615.1252F160.860.86StirrupsNumber of stirrups/ m6f10Number of branchs40.441Number of space bet.n branchs3Detail of0.30.86dimension of columnsStirrupColumn ( 1 )Type( L)NOLength00.44Length in beam direction ( cm )L1 ( )40.560.30.3Distances from center lineL2 ( )80.07Left distance37.5L Total3.20Right distance12.5 21071421212121212121000000000056565656565656565656007714142121212121212121212121212121056056056056056056056056056056031-1-3-5-7-9-11-13-153100000000Specification of barsDetail ofPlace of barsNumber of barsLength of barsDiameterweightbent barL10.441 - straight bars00.0120.00L20.790.8882 - bent bars25.36160.00L34.131.58L total5.363 - 47.811619.281.584 - stirrups103.20106.02Detail of0.617TOTAL WEIGHT25.29kgL12.13Detail ofL20.56straight barL35.13L0.00L total7.81

Return1- dwelling2- office building3- hospital4- halls5- school0 - basement1- ground floor2 - floor3- roof

Details for beam reinforcedabcdeName of project fghIjType of project1Dwelling / klmnoType of floor2FloorpqstrFlour numberuvwzxSpan number1OneyName of spanType of continuity2Continous from two sidePlace of beam0Interior beamdimension of beamConcrete volume3600.20.256L ( cm )4350.54m37272d ( cm )601616b ( cm )25L for beside span 1( cm )300% of reinforcedL for beside span 2( cm )300112.99kg \ m3-12.50435447.5Lower reinforced10101010Straight bars2F16-87.5-12.5-12.5053.5109.5325.5381.5435447.5447.5522.5Bent bars2F18767676767620207676767676+53.553.5381.5381.53F12Detail of86868686Upper reinforcedStraight bars0F0Stirrup4.3StirrupsNumber of stirrups/ m6f8Type( L)NOLengthNumber of branchs2L1 ( )20.5601.410.79195959492.160.79195959491.410Number of space bet.n branchs1L2 ( )20.21dimension of columnsL Total1.70Column ( 1 ) 6.56391918996.1Length in beam direction ( cm )5021Distances from center lineLeft distance12.50212121212121212121Right distance37.50000000000Column ( 2 )56565656565656565656Length in beam direction ( cm )5000212121212121212121212121212121212121Distances from center line056056056056056056056056056056Left distance37.501-1-3-5-7-9-11-13-15-17Right distance12.51000000000 Detail ofbent bar-0.00L11.39L20.79Specification of barsL32.16Place of barsNumber of barsLength of barsDiameterweightL40.79a - lower barsL51.391 - straight bars24.601614.54-0.001.582 - bent bars26.521826.10L total6.5223 - Upper bars34.301211.460.8880.88800.0000.0004 - stirrups231.7088.930.395TOTAL WEIGHT61.01kg

Return

Details for solid slab reinforcedabcdeName of project4-16-20-25/ fghIjType of project1DwellingklmnoType of floor1Ground floorpqstrFlour number uvwzxSpan number2TwoyName of spanType of continuity for long direction2Continous from two sideType of continuity for short direction2Continous from two sidedimension of slab3750.20.2123750.20.211L ( cm )40075757575b ( cm )40063636464d ( cm )14For long span L for beside span 1( cm )400For short span L for beside span 1( cm )400For long span L for beside span 2( cm )400For short span L for beside span 2( cm )400-12.50400412.510101010Lower reinforcedshort spanslong spans-112.5-12.5-12.5076.587.5312.5323.5400412.5412.5512.5Straight bars\m2.5F102.5F101010313131313120203131313131Bent bars\m2.5F102.5F10101000Upper reinforcedStraight bars\mFF00dimension of beams in long direction01.890.15556349192.250.15556349191.890Beam ( 1 )Concrete volume6.34112698376.25Distances from center line1.96875m3Left distance12.5-12.50400412.5Right distance12.510101010Beam ( 2 )% of reinforced-112.5-12.5-12.5075.587.5312.5324.5400412.5412.5512.5Distances from center line66.41kg \ m3323232323220203232323232Left distance12.5Right distance12.5dimension of beams in short directionDetail of bent barDetail of bent barBeam ( 1 )in short spansin long spans01.880.16970562752.250.16970562751.880Distances from center line-0.00-0.006.3494112556.25Left distance12.5L11.88L11.89Right distance12.5L20.17L20.16Beam ( 2 )L32.25L32.25Distances from center lineL40.17L40.16Left distance12.5L51.88L51.89Right distance12.5-0.00-0.00 L total6.35L total6.34 Specification of barsPlace of barsNumber of bars in long spansNumber of bars in short spansLength in short spansLength in long spansDiameter in short spansweight in short spansDiameter in long spansweight of long direction6.256.25a - lower bars1 - straight bars10104.254.251026.221026.2265.400.6170.6172 - bent bars10106.356.341039.181039.1265.350.6170.617000.000.0000.0000.00003 - Upper bars000.000.0000.0000.0000TOTAL WEIGHT130.75kg

1- dwelling2- office building3- hospital4- halls5- school0 - basement1- ground floor2 - floor3- roof0 - Simple span1 - continous from one side2 - continous from two sideReturn

data and number of blocksDetails for column reinforced4Name of project4-16-20-25 / 2Type of project1Dwelling0036Type of first floor1Without BasementType of floor1Ground floor000Flour number0Name of column0036 1 - Data for column03636Length of column Lc ( cm )40Breath of column Bc ( cm )40Cube of reinforced concrete0.48m30.09000Total number of reinf. Bars100.0036Number of bars in Lc ( one side )N14F16% Of reinf.2.73636N20F12036Number of bars in Bc ( one side )199.13/m30.0N13F1200000000N20F00.200000000000.30.300Total number of stirrups6f80.0 01.40.44.200Type of stirrups1 1.900000000Number of branchs500000000000000Number of distances betn. Branches4000000Additional types of stirrup000000Type 11 00000000.400Type 20-0000Hight of floor300000000Depth of reinf. Footing ( cm )60000000000000000000001.51.51.81.801.40.44.200000000000000000000001.51.90000000000000000000000000000000.000.00000000 000000000.000.00001900000000.000.00Type of reinforcedSpecifiedDiameter of barsNumber of barslengthWeight00Longitudinal bars0190000F 11683.848.031.5816000.000.00F 21223.86.750.8888002136Anchor barsF 11681.3617.191.581.360.0012.0024.0036.000.0012.0024.0036.00F 21221.362.420.8881.36000.100.100.100.100.100.100.100.10Stirrups3621 Main8182.719.000.395120.0012.0024.0036.000.0012.0024.0036.00Additional1831.852.200.395236.0036.0036.0036.0036.0036.0036.0036.002000.000.000Total Weight95.58kg00000000183600036363636360018360000

1- dwelling2- office building3- hospital4- halls5- school0 - basement1- ground floor2 - floor3- roof0 - Simple span1 - continous from one side2 - continous from two side0 - Simple span1 - continous from one side2 - continous from two sideReturn1- dwelling2- office building3- hospital4- halls5- school0 - basement1- ground floor2 - floor3- roof1 - box stirrup2 - otomatic stirrup3 - LOOP STIRRUP

data and number of blocks

Stirrups

details of reinf.of H.B

Longitudinal reinforced

Additional stirrups

Details for isolated footing reinforcedabcdeName of project4-16-20-25fghIjType of project1Dwelling / klmnoName of footing1pqstr1- Plane concreteAp ( m )4.6Bp ( m )3.6Cube of plane concrete4.97m3dp (cm )302- Reinforced concreteAr ( m )4Br ( m )3Cube of reinforced concrete7.2m3dr (cm )60As ( lower ) in long direction14F16% Of reinf.As ( lower ) in short direction12F12003.933.93LLAs ( upper ) in long directionF21.24/m300.5300.53As ( upper ) in short directionF03.9300Detail for long direction0000UL1 - lower reinf.0000L10.53L23.9300L30.5300002.932.93LSDetail for long direction00.5300.532 - Upper reinf.0002.930000000000US0000Detail for short direction001 - lower reinf.00L10.53L22.93L30.53Detail for short direction2 - Upper reinf.000000Type of reinf .Total LDiametr of barsNumber of barsTotal weightLower reinf. In long direction4.991614110.381.58Upper reinf. In long direction0000.003.85Lower reinf. In short direction3.99121242.520.888Upper reinf. In short direction0000.003.85TOTAL WEIGHT ( Kg )152.90

0-"With Basement "1 - "Without Basement "Return1- dwelling2- office building3- hospital4- halls5- school

Reinf. In long direction

Reinf. In short direction

Details for Hollow block slab1 - Input dataName of projectlkk/ Type of project1Dwelling0Type of flour1Ground floorFlour number/ribslab number0.4110L (m)88( 15 * 20 * 40 + 15 * 20 * 40 )B (m)60.0281235Total ts ( cm )3500.028size of blocks11( 15 * 20 * 40 + 15 * 20 * 40 )128s (kg/m3)12000.851ts (cm)5529212b (cm)101Type of slab2Two way slab529217252Number of blocks in depth216-2 - Number of ribs and blocks811.415.0039a - long direction10911.00Case of solid parts10.420case of hidden beams165030320Minimum width of solid parts (cm)300-( 15 * 20 * 40 )( 15 * 20 * 40 )The width of hidden beams parts (m )1.60The sujested number of ribs11.40The number of ribs can be used11The number of block rows12The exact width of solid parts50cmFrom centr line0cmFrom centr lineb -short directionCase of solid parts1case of hidden beams1Minimum width of solid parts (cm)300The width of hidden beams parts (cm )0.80The sujested number of ribs9The number of ribs can be used9The sujested number of block rows10The number of block rows10The exact width of solid parts30.00cmFrom centr line0.00cmFrom centr lineThe total number of blocks240Size of blocks240( 15 * 20 * 40 )240( 15 * 20 * 40 )

ReturnLENGTH IN LONG DIRECTIONlength in short direction1- 15*20*40 2- 20*20*40 3- 25*20*40 4- 15*20*60 5- 20*20*60 6- 25*20*60 11 - 2*15*20*40 12 - 15*20*40+20*20*40 44 - 2*15*20*60 55 - 15*20*60+20*20*60Thickness of acting comprection slab (cm)ts=e/10>=5Width of ribs (cm) b=t(total depth )/3>=5the name of slab as plan0 : basement() 1 : any flour ( - - - ) 2 :roof flour( )1 - One way slab 2 - Two way slabThe total depthThe distance between ribsThe width to calculate the load/m2 , load/ribThe length to calculate the load/m2 , load/ribThe number of blocksThe cube of one blockin depth or The cube of two block in large depthTotal load for area contain two ribsThe safe depth to momentThe moment to designThe moment to designWidth of ribs (cm) b=t(total depth )/3>=5Length in short directionThe minimum width of T flangeThe width of T flangeB = distance between center lines of ribsThe width of T flangeB = 16ts + bThe width of T flangeB =L*/5+bMinimum area of stealReduction factorif B /b