Analisis Beban Portal

8/18/2019 Analisis Beban Portal

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diketahui :

panjang A = 5.6 m 2.8 m

Panjang B = 4.2 m 2.1 m

Panjang C = 3.75 m 1.875 m

Panjang D = 3.3 m

beat !ekat = 18 "#$m3

%eba& P&at Atap = ' (m ).)' mP&at *antai = 12 (m ).12 m

= 24.4

+, = 32) -pa

+,t = 24) -pa

= 17.2

Da,a Dukung %anah = ') "pa

1 Beban -ati

1.a Pehitungan Beban

&antai atap %eba& ' (m

= Beat P&at /*api! "edap Ai 3(m

= 208)0)'2404/)0)31'

= 7.7448 "#$m

= Beat P&at / *api! "edap Ai 3(m

= 201)0)'2404/)0)31'

= 5.8)86 "#$m

Beban ba&k pada bentang 506 m

D1 = 1/2

= 13.5534 "#$m

d2 = 22

= 11.6172 "#$m

Beban Ba&k bentang 402 m

d2 = 22

= 11.6172 "#$m

*antai 2030 dan 4 teba& 12 (m

1 =

= 1).27)4 "#$m

2 = 7.7)28 "#$m

Dinding %inggi 303m d= 7.56"#$m

beban pada ba&k bentang 506 md = 7.56

d1 = 1/2/d

(

t "#$m

3

1

2

beat p&at /!pe!i 3(m 1' "n$m3 /"eami


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= 25.5332 "#$m

d2 = 22/d

= 22.'656 "#$m

beban pada ba&k bentang 402m d = 7056 k#$m1

d2 = 22/d

= 22.'656 "#$m


3/12

).)3 1'

).17)017 "n$m2


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5/12

diketahui :

panjang A = 5.6 m 2.8

Panjang B = 4.2 m 2.1

Panjang C = 3.75 m 1.875

Panjang D = 3.3 m


%eba& P&at Atap = ' (m ).)'P&at *antai = 12 (m ).12

= 24.4

+, = 32) -pa

+,t = 24) -pa

= 17.2


Beban 9idup *antai atap = 1

Beat !eteba& ai hujan = 5 (m ).)5

beban hidup tta& pada atap = 1.5"#$m2Beban hidup untuk umah = 2.5 "#$m2

*antai Atap

1 = 4.2 "#$m

2 = 3.15 "#$m

beban pada ba&k bentang 506 m

d1 = 1/2

= 7.35 "#$m

d2 = 22

= 6.3 "#$m

Beban pada ba&k bentang 402 m

d2 = 22

= 6.3 "#$m

Beban hidup &antai 203 dan 4

1 = 7 "#$m

2 = 5.25 "#$m

bentang ba&k 506 m

&1 = 1/2

= 12.25 "#$m

&2 = 22

= 1).5 "#$m

bentang ba&k 402 m

&2 = 22

= 1).5 "#$m

(

t "#$m

3

"#$m2


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m

m

m

mm

m


7/12

diketahui :

panjang A = 5.6 m

Panjang B = 4.2 m

Panjang C = 3.75 m

Panjang D = 3.3 m


%eba& P&at Atap = ' (mP&at *antai = 12 (m

= 24.4

+, = 32) -pa

+,t = 24) -pa

= 17.2


Beban 9idup *antai atap = 1

Beat !eteba& ai hujan = 5 (m

beban hidup tta& pada atap = 1.5"#$m2Beban hidup untuk umah = 2.5 "#$m2

beat tta& &antai atap 3 khu!u! &antai atap 0

beban mati Beat P&at 0%eba& ' (m

*api! kedap ai teba& 3 (m

beat ba&k 3))$5))

beat dinding 0teba& 15 (m 0tinggi

303$2;)05$2m

beat k&m 45)$45) 305$2;)05$2m

beat k&m 45)$45)


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beban mati : beat p&at0teba& p&at 12 (m

beat !pe!i 3 (m dan keamik

beat ba&k 3))$5))

beat dinding 0teba& 15 (m

tinggi 2/1075;)05m

beat k&m 45)$45)


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2.8 m *@AA#

2.1 m 4.' 15.4

1.875 m

).)' m).12 m

).)5 m

&ua! pta& B 40' 1504

= ).5

= 165.71)2 "#

= 43.)122 "#

= 1)5.)42 "#

= 12).7332 "#

= 2'.646 k#= 464.1436 k#

5 (m

= 37.73 "n

= 77k#

= 114.73"#

= 22).'46' "n= 55.84)4kn

= '7.356kn

= 24).786 "n

= 55.33'2k#

= 67).2685 k#

= 188.65 k#

= 726.8635 k#


10/12

= 22).'46' k#

= 55.84)4 k#

= '7.356 k#

= 24).786 k#

= 55.33'2 k#

= 67).2685 k#


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).)5m


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