Struktur Kayu TERRY
3
TABEL GAYA BATANG DARI KOMBINASI BEBAN Jenis Ba tang No. Batang Panjang Batang Gaya Batang (Kg) Gaya Batang (Kg) ean !ati ean angin "i#i ean angin "anan ean P Ko!inasi I Ko!inasi II Ko!i $ % $ % $ % $ % $ % $ % $ & ' * + , - $ * / $ + &0 B. Atas a& &.-**&0',+ % '''.- % +.'* &*+.'* % % -*0 % '+/.0/ % 0++.*/ % a' &.-**&0',+ % '''.- % +'.* &-&.'* % % -*0 % '-*. % 0&.*/ % a &.-**&0',+ % ',+*.', % .,* &*0 % % ,*0 % '-0/.0' % '+&*.', % a &.-**&0',+ % ''-,.-' % ''.* &0-.,* % % +00 % '&0.' % '&,/.0, % a* &.-**&0',+ % ''-,.-' ,.* % '* % % +00 % ''0.' % ''+'.-' % a+ &.-**&0',+ % ',+*.', ,* % 0 % % ,*0 % '+/0.', % ',+*.', % a, &.-**&0',+ % '''.- &'* % 0 % % -*0 % 0/,.- % '''.- % a- &.-**&0',+ % '''.- &00 % &'.* % % -*0 % &''.- % '&0. % B. Ba1a2 & &.*-',+& ',*.- % &,* % % '+'.* ,00 % '/'0.- % '-'.-- % *.- ' &.*-',+& '+,./ % &.,* % % '&'.* +00 % '*&&.& % '&*.-/ % '/+,./ &.*-',+& &/+/.*& % &&'.* % % &*+.'* *00 % '0-'.0& % &-&.'+ % '+/.*& &.*-',+& &*/&.* % -&.'* % % &0+.'* 00 % &+,'.,- % &-*.'- % &//&.* * &.*-',+& &*/&.* % -&.'* % % &0+.'* 00 % &+,'.,- % &-*.'- % &//&.* + &.*-',+& &/+/.*& % .,* % % +-.,* *00 % '00.'+ % &/00.,+ % '+/.*& , &.*-',+& '+,./ % % ,* % &.'* +00 % ''/'./ % '+.& % '/+,./ - &.*-',+& ',*.- % % -.,* % &-.,* ,00 % ',+.+ % ','+.+ % *.- B. Tega" t& 0.,* % *-.0/ % '-.,* ,.* % % &00 % -+.- % &0.*/ % t' &.* % **,.0 % .,* ,'.* % % &*0 % +00.,- % -.* % t '.'* % ,+.0- % *-.,* /.,* % % '00 % ,/.- % +'. % t /,.* % '+.'* % % &.'* &'0 % *'.+ % ++.& % +&,.* t* '.'* % ,+.0- --.,* % % +'.* % '00 % +,. % ,/-.*- % t+ &.* % **,.0 +'.* % % *0 % &*0 % /.* % +0,.0 % t, 0.,* % *-.0/ * % % '* % &00 % &.0/ % -.0/ % B. Diagona3 4& '.+00*, */+.-' % * % % ,* &*0 % +&.-' % *'&.-' % ,+.-' 4' './-&&/&0 ,&+.&/ % *'.* % % /,.* '00 % ,+-.+/ % +&-.+/ % /&+.&/ 4 .+0+0/'/ -,*. % ,0 % % &&'.* '*0 % /*. % ,+'.- % &&'*. 4 .+0+0/'/ -,*. % % &0-.,* ,* % '*0 % ,++.*/ % /*0. % &&'*. 4* './-&&/&0 ,&+.&/ % % -&.'* +'.* % '00 % +./ % ,,-.+/ % /&+.&/ 4+ '.+00*, */+.-' % % -,.* &.'* % &*0 % *0/.' % +'-.0, % ,+.-'
description
kayu
Transcript of Struktur Kayu TERRY
Sheet1TABEL GAYA BATANG DARI KOMBINASI BEBANSKALA GAYAMATI198.940625KIRI12.5Jenis BatangNo. BatangPanjang BatangGaya Batang (Kg)Gaya Batang (Kg)Gaya Batang Ekstrim (Kg)KANAN12.5beban matibeban angin kiribeban angin kananbeban PKombinasi IKombinasi IIKombinasi IIIP100+-+-+-+-+-+-+-+-12345678 = 4 + 59 = 4 + 610 = 4 + 711angin kiri (cm)beban mati (cm)beban P (cm)angin kanan (cm)B. Atasa11.85510276-3222.84-46.25156.25--850-3269.09-3066.59-4072.84-4072.843.716.28.512.5a21.85510276-3222.84-62.5181.25--850-3285.34-3041.59-4072.84-4072.84516.28.514.5a31.85510276-2765.27-43.75150--750-2809.02-2615.27-3515.27-3515.273.513.97.512a41.85510276-2287.82-22.5108.75--600-2310.32-2179.07-2887.82-2887.821.811.568.7a51.85510276-2287.8247.5-25--600-2240.32-2262.82-2887.82-2887.823.811.562a61.85510276-2765.2775-0--750-2690.27-2765.27-3515.27-3515.27613.97.50a71.85510276-3222.84125-0--850-3097.84-3222.84-4072.84-4072.841016.28.50a81.85510276-3222.84100-12.5--850-3122.84-3210.34-4072.84-4072.84816.28.51B. Bawahb11.5823736132745.38-175--262.5700-2920.38-2482.88-3445.38-3445.38-1413.8721b21.5823736132367.39-143.75--212.5600-2511.14-2154.89-2967.39-2967.39-11.511.9617b31.5823736131969.51-112.5--156.25500-2082.01-1813.26-2469.51-2469.51-99.9512.5b41.5823736131591.53-81.25--106.25400-1672.78-1485.28-1991.53-1991.53-6.5848.5b51.5823736131591.53-81.25--106.25400-1672.78-1485.28-1991.53-1991.53-6.5848.5b61.5823736131969.51-33.75--68.75500-2003.26-1900.76-2469.51-2469.51-2.79.955.5b71.5823736132367.39--75-31.25600-2292.39-2336.14-2967.39-2967.39-611.962.5b81.5823736132745.38--8.75-18.75700-2736.63-2726.63-3445.38-3445.38-0.713.871.5B. Tegakt10.75-358.09-28.7547.5--100-386.84-310.59-458.09-458.092.31.813.8t21.5-557.03-43.7572.5--150-600.78-484.53-707.03-707.033.52.81.55.8t32.25-736.08-58.7593.75--200-794.83-642.33-936.08-936.084.73.727.5t43497.35-26.25--31.25120-523.6-466.1-617.35-617.35-2.12.51.22.5t52.25-736.0888.75--62.5-200-647.33-798.58-936.08-936.087.13.725t61.5-557.0362.5--50-150-494.53-607.03-707.03-707.0352.81.54t70.75-358.0945--25-100-313.09-383.09-458.09-458.093.61.812B. Diagonald12.346040547596.82-45--75150-641.82-521.82-746.82-746.82-3.631.56d22.948119104716.19-52.5--97.5200-768.69-618.69-916.19-916.19-4.23.627.8d33.606092934875.34-70--112.5250-945.34-762.84-1125.34-1125.34-5.64.42.59d43.606092934875.34--108.7575-250-766.59-950.34-1125.34-1125.34-8.74.42.56d52.948119104716.19--81.2562.5-200-634.94-778.69-916.19-916.19-6.53.625d62.346040547596.82--87.531.25-150-509.32-628.07-746.82-746.82-731.52.5
Sheet2
Sheet3
![UNIVERSITI SAINS MALAYSIA EAS 354/3 – Timber and Steel ...[Rekabentuk Struktur Kayu dan Keluli] Duration : 3 hours [Masa : 3 jam] Please check that this examination paper consists](https://static.fdocuments.in/doc/165x107/60974c2cb26e0b60ec4e6d34/universiti-sains-malaysia-eas-3543-a-timber-and-steel-rekabentuk-struktur.jpg)
