Loads, Geometry and STM models (source: Singh etal, 2005)
Elastic Linear FE models & results
fig.2
fig.3
fig.4
Reinforce bars arrangement
(source: Singh etal, 2005)
Kontur kebutuhan tulangan perlu hasil SAP
Arah datar (H)
Arah Tegak (V)
Calculation pads,
' Horizontal
As1=Avg(8.661,3.861,2.449,1.464,1.158)*(750-627)*0.9/0.75*2 = 1038.69 mm2
' Reffs
Asr = (284.68*10^3)/(0.75*415) = 914.63 mm2
Asp = 6*0.25*Pi*16^2 = 1206.37 mm2
' Vertical
As2=Avg(1.307,1.296,0.656,1.259,0.527)*(300-250)*0.9/0.75*2 = 121.08mm2
' Reffs
Asmin=283.3 mm2
mas kalau langkah2 pemodelan di SAP nya itu gmn ya??
BalasHapus