Sheet1

Perhitungan Balok Lantai 1

A. Arah VertikalB. Arah Horizontal

TitikJenis BalokPanjangLuasVolume (CM3)TitikJenis BalokPanjangLuasVolume (CM3)AB21277.54505748751B2285450128250BB1300375112500B3235525123375CB2707.54503183752B2605450272250B46708005360003B125037593750C'B1230375862504B4512.5800410000B1'347.5480166800B2275450123750DB3407.5525213937.54'B2325450146250B4580800464000B1275375103125D'B2133450598505B4510800408000EB3407.5525213937.5B2275450123750B45808004640006B2325450146250E'B12703751012507B4530800424000FB26154502767507'B2530450238500Total(M3)3.5885258B2363.54501635759B2363.54501635750.49687510B2363.54501635752.899575Total(M3)3.2319750.55125Ket :Balok B1Total Volume Balok L1 =6.821M3Balok B1'Balok B2Balok B3Balok B4RingBalkRingbalk Talang Beton

Perhitungan Ringbalk Lantai 2

A. Arah VertikalB. Arah Horizontal

TitikJenis BalokPanjangLuasVolume (CM3)TitikJenis BalokPanjangLuasVolume (CM3)ARB-TB1077.5133014330751RB520300156000B1200375750002RB605300181500CRB4103001230004RB520300156000C'RB782.53002347504'RB640300192000B1200375750004''RB4930014700DRB4103001230005B1485375181875ERB515300154500RB262.530078750E'RB215300645008RB377.5300113250FRB-TB6151330817950B1485375181875Total(M3)3.1007759B1377.5375141562.510B1377.5375141562.5Total(M3)1.539075

Total Volume Balok L2 =4.640M3

*seluruh perhitungan Balok dan Ringbalk menerus