program gording+beban atap

8/17/2019 program gording+beban atap

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PERENCANAAN GORDING DAN BEBAN TITIK KUDA-KUDA

Beban penutup atap = 11.00 kg/m2 b gording

Sudut atap = 22.50 derajat h gording

Jarak gording (b) = 2.25 m Ix

Bentang gording ()!" = #.$0 m I"

Bentang gording ()!x = #.$0 mBeban angin = 25.00 kg/m2 %x

B.J. &ording'paon = 12.00 kg/m %"

Ix (ineria thd b x) = 500.00 *m+

I" (ineria thd b ") = 1,0.00 *m+

%x (moduu tampang x) = 100.00 *m#

%" (moduu tampang ") = $0.00 *m#

-egangan ijin bahan gording = 150 kg/*m2

oduu atiita &ording = 125000.00 kg/*m2

koeiien teg. Ijin Beban ementara = 1.25

DIPAKAI PROFIL = C 150.50.20.2.3

TEGANGAN MAX. = 167.88 kg!"2KE#IMPULAN = $%"&'(% g)*$%'g +,*( $%g,'%

/ITUNGAN

oeiien tekanan angin = 1.25 kg/m2

koeiien beban hujan = 22 kg/m2

BEBAN ANG TERADI

A. T&*(, (" X ("

Beban rang (x) = #,.2$, kg Beban rang (") = 2.#,,

B. B&,' M&*,,

Beban 3ujan (x) = 1,.+# kg/m Beban 3ujan (") = +5.4#2

Beban atap (x) = .+41 kg/m Beban atap (") = 22.,$$ Beban &ording (x) = +.52 kg/m Beban &ording (") = 11.0,4

Beban angin (x) = 0.000 kg/m Beban angin (") = 2.,1#

MOMEN MAXIMUM ANG TERADI

B&,' T&,

omen beban orang (") = ,#.1+ kgm omen beban orang (x) = #+.++2

omen beban hujan (") = 4+.0,$ kgm omen beban hujan (x) = #0.$,4

omen beban atap (") = #4.0+# kgm omen beban atap (x) = 15.#++

omen B.J. gording (") = 14.$0 kgm omen B.J. gording (x) = 4.+#

M)"&' ),4 = 138.152 kgm M)"&' ),4 = 57.225

B&,' #&"&',*,omen beban orang (") = ,#.1+ kgm omen beban orang (x) = #+.++2

omen beban hujan (") = 4+.0,$ kgm omen beban hujan (x) = #0.$,4

omen beban atap (") = #4.0+# kgm omen beban atap (x) = 15.#++

omen B.J. gording (") = 14.$0 kgm omen B.J. gording (x) = 4.+#

omen beban angin (") = +.55$ kgm omen beban angin (x) = 0

M)"&' ),4 = 192.70: kgm M)"&' ),4 = 57.225



DEFORMA#I ANG TERADI

T&*+,$, (" = 1.270 *m

T&*+,$, (" = 1.193 *m

T&*+,$, (" = 1.70: *m

PEMBEBANAN TITIK-TITIK GORDING PADA KUDA-KUDA

Beban angin tekan (x) = #.,45 kgBeban angin tekan (") = .#5+ kg

Beban angin iap (x) = #0.4 kg

Beban angin iap (") = 4+.,#+ kg

Beban hujan (") = 14,.200 kg

Beban atap (") = ,.100 kg

Beban &ording (") = +#.200 kg



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program gording+beban atap

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