Tabel Cremona
22
Nama Batang A1 2.04 A2 2.04 A3 2.04 A4 2.04 A5 2.04 A6 2.04 D1=D4 2.04 D2=D3 3.18 H1 1.85 H2 1.85 H3 1.85 H4 1.85 H5 1.85 H6 1.85 V1=V5 0.86 V2=V4 1.72 V3 2.59 Panjang Batang (m)
description
terserah
Transcript of Tabel Cremona
Sheet1
Nama BatangPanjang Batang (m)A12.04A22.04A32.04A42.04A52.04A62.04D1=D42.04D2=D33.18H11.85H21.85H31.85H41.85H51.85H61.85V1=V50.86V2=V41.72V32.59
Sheet2P47.8874.76P'26.880.170.53RAH124.96680.59RHA18.673RHI116.3484RIH27.292RIJ107.73RJI35.910
Jadi, Pelimpahan beban penutup atap + gording pada masing-masing titik buhul :TITIK A = B199.7268TITIK H = L135.022TITIK I = K135.022TITIK J71.82Berat plafond +penggantungA=B19.98C=D=E=F=G39.96Beban air hujanA=B35.52C=D=E=F=G48.96Panjang bentang kuda-kuda=11.1mJarak Kuda-kuda=1.2mJarak Gording=0.7mA2.04mSudut kemiringan atap=25derjatTekanan Angin=8kg/m2Atap ( Seng )=8kaki Berat Seng=50kg/m2Mutu Baja=BJ 34Teg. Dasar Izin=1400Kg/cm2Modulus Elastisitas ( E )=2100000kg/m2Jumlah Titik Buhul=12BuahBeban AnginAngin tekanC = 0,02a-0,40.1
A = B=0.9792H=I=J=K=L=1.9584J=0.9792
Angin hisap-0.4
A = B=-3.9168H=I=J=K=L=-7.8336J=-3.9168
Titik BuhulBeban Mati (Kg)Beban HidupJumlah Pembulatan Berat sendiriIkatan Angin / BracingBerat atap + GordingBerat plafond + PenggantungHujan Orang/Pekerja(kg)(kg)(kg)(kg)(kg)(kg)(kg)(kg)A17.871199.72719.98035.520100337.578338AB17.871199.72719.98035.520100337.578338BC17.87139.960100157.831158CD17.87139.960100157.831158DE17.87153.61339.960100211.444212E214.452F17.87139.960100157.831158FG17.87139.960100157.831158GH17.871135.02248.960100252.893253HI17.871135.02248.960100252.893253IJ17.87153.613135.02248.960100306.506307JK17.871135.02248.960100252.893253KL17.871135.02248.960100252.893253LTotal2839Ra = Rb =1419.5
cremona cremona tetapcremona angin Tek.Ki-Hisp.Kacremona angin Hisp.Ki-Tek.KaBatang (m)Panjang Batang (m)Beban Tetap (Kg)Beban Angin (Kg)Kombinasi Beban (Kg)Gaya Maks (Kg)Gaya DesainGayaBatangGaya Batang (Kg)BatangGaya Batang (Kg)BatangGaya Batang (Kg)Kiri TekanKananTekanKiri TekanKananTekanBatang (m)Gaya Maks (Kg)Gaya DesainGayaTarik (+)Tekan(-)Tarik (+)Tekan(-)Tarik (+)Tekan(-)12345(3) + (4)(3) + (5)A11642.7A14.72A110.22A12.44-1642.74.7210.22-1638-1632-1638-1638TekanA1-1638-1638TekanA21351.2A27.62A26.87A21.83-1351.27.626.87-1344-1344-1344-1344TekanA2-1344A31039A311.86A32.24A31.83-1039.011.862.24-1027-1037-1037A3-1037A41039A42.21A411.89A41.83-1039.02.2111.89-1037-1027-1037A4-1037A51351.2A56.83A57.67A51.83-1351.26.837.67-1344-1344-1344A5-1344A61642.7A610.18A64.79A62.44-1642.710.184.79-1633-1638-1638-1638TekanA6-1638D1326.6D113.93D116.12D12.05-326.6-13.9316.12-341-310-341-341TekanD1-341-341TekanD2489.9D219.66D227.23D22.87-489.9-19.6627.23-510-463-510-510TekanD2-510-510TarikD3489.9D327.22D319.62D32.87-489.927.22-19.62-463-510-510D3-510D4326.6D416.10D413.88D42.05-326.616.10-13.88-311-340-340-341TekanD4-340-341TekanB11345.7B147.49B157.43 B121345.747.49-57.431393128813931393TarikB113931393TarikB21345.7B247.49B257.43B21.51345.747.49-57.431393128813931393TarikB21393B31106.9B337.31B345.65B31.51106.937.31-45.65114410611144B31144B41106.9B412.83B421.18B41.51106.9-12.83-21.18109410861094B41094B51345.7B51.06B511.03B51.51345.7-1.06-11.03134513351335B51335B61345.7B61.06B611.03B621345.7-1.06-11.031345133513351393TarikB61335V1177V100V100V11.41770.000.00177177177177TarikV1177177TarikV2391.9V29.51V211V22.45391.90.00-11.00392381392401TarikV2392392TarikV31004.6V36.45V36.49V33.51004.6-6.45-6.49998998998998TarikV3998998TarikV4391.9V410.99V49.47V42.45391.9-10.999.47381401401401TarikV4401401TarikV5177V500V500V51.41770.000.00177177177177TarikV5177177Tarik2117.6488610.0824269.041517.12724.9No. batangTTuTn (1 baris)Tn (2 baris)DesainKettonTontonTonB2 = B513932117.64883.7944.888Tn (1 baris)AmanB3 = B413932117.64883.7944.888Tn (1 baris)AmanV1 = V5177269.043.7944.888Tn (1 baris)AmanV2 = V4401610.08243.7944.888Tn (1 baris)AmanV39981517.12723.7944.888Tn (1 baris)Aman
Btg.TarikBJ34fy=210fu=340Batang D2 = D3P=1.035tonL=257cmProfil=904520db=7mm
t=3.2mmAg=6.367cm2W=5.000Kg/mantr baut3db
