12_Portal 3 Sendi.pptx

STR UKT UR STAT STATIS IS TERTE NTU

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Berbagai Berbagai bentuk bentuk Portal Portal (Frame) (Frame) Portal Portal 3 Sendi: Sendi: Tumpuan : sendi  – sendi Elemen2 : batang-batang batang-batang horisontal, vertikal, miring Bata Batang ng2 2 tsb tsb ters tersam ambu bung ng seca secara ra kaku kaku (sam (sambu bung ngan an dapa dapatt mena menaha han n momen). Terdapat satu sambungan sendi S (disini berlaku M S = 0) pada/d pada/dian iantar tara a batang batang2 2 terseb tersebut. ut. S sambungan kaku

Reaksi tumpuan  2 pada msg2 msg2 tumpua tumpuan n Sendi  total: total: 4 reaksi reaksi tumpuan tumpuan ! Hanya tersedia 3 persamaan ( FH = 0, F = 0, M = 0)

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Berbagai Berba gai bentuk bentuk Portal Portal (Fram (Frame) e)

Sekarang Sekarang terdapat terdapat 4 persamaan: persamaan: FH = 0, FV = 0, M = 0 dan MS = 0 untuk menghitung menghitung 4 reaksi reaksi tumpuan tumpuan tersebut tersebut !



Struktur Statis Tertentu! ertentu!

Sambungan sendi S dapat menahan gaya aksial dan gaya geser geser, tetapi tidak dapat dapat menahan menahan momen. momen. Letak sambungan sendi S dipilih pada tempat tempat yang paling menguntungkan, misalnya pada titik titik dengan gaya aksial dan gaya geser geser kecil atau nol. S

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Berbagai Berbagai bentuk bentuk Portal Portal (Frame) (Frame)

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Port ortal 3 Send Sendii

CONTOH2 STRUKTUR STA STATIS TERTENTU

Sendi

Sendi Sendi (tidak tamp tampak) ak)

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CONTOH2 STRUKTUR STA STATIS TERTENTU

Portal 3 Sendi

Sendi

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CONTOH2 STRUKTUR STA STATIS TERTENTU

Pelengkung 3 Sendi

Sendi

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STRUKTUR STRUKTUR PORT PORTAL AL 3 SENDI Contoh Contoh Hitunga Hitungan n (1)

15 kN/m´

D 2m 30 kN

S

E

40 kN

2m

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STRUKTUR STRUKTUR PORT PORTAL AL 3 SENDI Jumlah reaksi reaksi tumpuan: tumpuan:

2 reaksi pada tiap tumpuan tumpuan

Jumlah Jumlah persam persamaan aan::

3 pers persam amaa aan n kese keseim imba bang ngan an



1 persamaan tambahan M s = 0

4 reak reaksi si

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STRUKTUR STRUKTUR PORT PORTAL AL 3 SENDI Reaksi Vertikal TumpuanA: Dapat digunakan MB = 0

R AV  AV . 13 + 30.2  – 15.6.(4+6/2)  –  40.2 = 0 R AV  AV = 50 kN (ke atas)

15 kN/m´

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STRUKTUR STRUKTUR PORT PORTAL AL 3 SENDI 15 kN/m´

D

2m

S

E

40 kN

2m

30 kN

C

F 2m

2m

B

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STRUKTUR STRUKTUR PORT PORTAL AL 3 SENDI Diagram Diagram benda babas

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