10. gaya2 tingkat ase
DESCRIPTION
fTRANSCRIPT
DkGaya Tingkat Portal arah x,y
14967.18
TABEL PERHITUNGAN PENDEKATAN GAYA GEMPA TINGKAT/LANTAINo.G.Geser Dasar VLantai ke iBerat (kg) Lantai Wi, kgTinggi tkt, hi, m'Gaya Tkt, Fi, kgGaya Tkt Prtal//Sb.y, kgGaya Tkt Prtal//Sb.x, kgPortal tengah Fiy = (1/3) x FiPortal Tepi Fiy = (1/6) * FiPortal Tengah Fix = (1/2) x FiPortal Tepi Fix = (1/4) * Fi114,967.18I204,457.504.5027601.76259,200.594,600.2913,800.886,900.442II190,930.508.5048687.277516,229.098,114.5524,343.6412,171.823III103,518.0012.0037266.4812,422.166,211.0818,633.249,316.62Berat total Wtot Wi498,906.00
Sb.x
Sb.y
Arah y (4 portal)(Arah (Sb.x)
Eksak G Tingkat Portal arah (2
14967.18
TABEL PERHITUNGAN EKSAK GAYA GEMPA TINGKAT/LANTAINo.G.Geser Dasar VLantai ke iBerat (kg) Lantai Wi, kgTinggi tkt, hi, m'Gaya Tkt, Fi, kgGaya Tkt Prtal//Arah y, kgGaya Tkt Prtal//Arah x, kgPortal tengah Fiy = (4,25/13,00) x FiPortal Tepi Fiy = (2,25/13) * FiPortal Tengah Fix = (5.25/10.5) x FiPortal Tepi Fix = (2.75/10.5) * Fi114,967.18I204,457.504.5027601.76259,023.654,777.2313,800.887,229.032II190,930.508.5048687.277515,916.998,426.6424,343.6412,751.433III103,518.0012.0037266.4812,183.276,449.9718,633.249,760.27Berat total Wtot Wi498,906.00
Arah y (4 portal)