1. Home
  2. Pendidikan

Rekapitulasi Momen Plastis pada Portal B

3.5.2.4 Rekapitulasi Momen Plastis pada Portal B

Kombinasi pembebanan : 1,7 D+L No. mekanisme Keterangan Mp Tm 1 Beam mechanism Lt.4 15.4768 2 Beam mechanism Lt.3 19.5568 3 Kombinasi Beam mechanism Lt.4 17.5168 Beam mechanism Lt.3 Kombinasi pembebanan : 1,3 D+L+E No. mekanisme Keterangan Mp Tm 1 Beam mechanism Lt.4 11.8352 2 Beam mechanism Lt.3 14.9552 3 Kombinasi Beam mechanism Lt.4 13.3952 Beam mechanism Lt.3 4 Sway mechanism Lt.4 4.4660 5 Sway mechanism Lt.3 9.5324 6 Sway mechanism Lt.2 12.9101 7 Sway mechanism Lt.1 14.5989 8 Sway mechanism Lt.4 2 3.9698 9 Sway mechanism Lt.3 2 8.4733 10 Sway mechanism Lt.2 2 11.4756 11 Sway mechanism Lt.1 2 12.9768 12 Kombinasi Sway mechanism Lt.4 8.6144 Sway mechanism Lt.3 13 Kombinasi Sway mechanism Lt.3 13.8108 Sway mechanism Lt.2 14 Kombinasi Sway mechanism Lt.2 16.9286 Sway mechanism Lt.1 15 Kombinasi Sway mechanism Lt.4 11.9593 Sway mechanism Lt.3 Sway mechanism Lt.2 16 Kombinasi Sway mechanism Lt.3 16.4628 Sway mechanism Lt.2 Sway mechanism Lt.1 17 Kombinasi Sway mechanism Lt.4 14.4374 Sway mechanism Lt.3 Sway mechanism Lt.2 Sway mechanism Lt.1 18 Kombinasi Sway mechanism Lt.4 14.5300 Sway mechanism Lt.3 Beam mechanism Lt.3 Universitas Sumatera Utara 19 Kombinasi Sway mechanism Lt.3 18.2829 Sway mechanism Lt.2 Beam mechanism Lt.2 20 Kombinasi Sway mechanism Lt.2 20.5346 Sway mechanism Lt.1 Beam mechanism Lt.1 21 Kombinasi Sway mechanism Lt.4 15.8288 Sway mechanism Lt.3 Beam mechanism Lt.4 Beam mechanism Lt.3 22 Kombinasi Sway mechanism Lt.3 17.0944 Sway mechanism Lt.2 Beam mechanism Lt.3 Beam mechanism Lt.2 23 Kombinasi Sway mechanism Lt.2 18.5420 Sway mechanism Lt.1 Beam mechanism Lt.2 Beam mechanism Lt.1 24 Kombinasi Sway mechanism Lt.4 18.6095 Sway mechanism Lt.3 Sway mechanism Lt.2 Beam mechanism Lt.4 Beam mechanism Lt.3 Beam mechanism Lt.2 25 Kombinasi Sway mechanism Lt.3 19.6049 Sway mechanism Lt.2 Sway mechanism Lt.1 Beam mechanism Lt.3 Beam mechanism Lt.2 Beam mechanism Lt.1 26 Kombinasi Sway mechanism Lt.4 20.4333 Sway mechanism Lt.3 Sway mechanism Lt.2 Sway mechanism Lt.1 Beam mechanism Lt.4 Beam mechanism Lt.3 Beam mechanism Lt.2 Beam mechanism Lt.1 Universitas Sumatera Utara Kombinasi pembebanan : 1,3 D+E No. mekanisme Keterangan Mp Tm 1 Beam mechanism Lt.4 9.7552 2 Beam mechanism Lt.3 9.7552 3 Kombinasi Beam mechanism Lt.4 9.7552 Beam mechanism Lt.3 4 Sway mechanism Lt.4 4.4660 5 Sway mechanism Lt.3 9.5324 6 Sway mechanism Lt.2 12.9101 7 Sway mechanism Lt.1 14.5989 8 Sway mechanism Lt.4 2 3.9698 9 Sway mechanism Lt.3 2 8.4733 10 Sway mechanism Lt.2 2 11.4756 11 Sway mechanism Lt.1 2 12.9768 12 Kombinasi Sway mechanism Lt.4 8.6144 Sway mechanism Lt.3 13 Kombinasi Sway mechanism Lt.3 13.8108 Sway mechanism Lt.2 14 Kombinasi Sway mechanism Lt.2 16.9286 Sway mechanism Lt.1 15 Kombinasi Sway mechanism Lt.4 11.9593 Sway mechanism Lt.3 Sway mechanism Lt.2 16 Kombinasi Sway mechanism Lt.3 16.4628 Sway mechanism Lt.2 Sway mechanism Lt.1 17 Kombinasi Sway mechanism Lt.4 14.4374 Sway mechanism Lt.3 Sway mechanism Lt.2 Sway mechanism Lt.1 18 Kombinasi Sway mechanism Lt.4 11.6411 Sway mechanism Lt.3 Beam mechanism Lt.3 19 Kombinasi Sway mechanism Lt.3 15.3940 Sway mechanism Lt.2 Beam mechanism Lt.2 20 Kombinasi Sway mechanism Lt.2 17.6458 Sway mechanism Lt.1 Beam mechanism Lt.1 21 Kombinasi Sway mechanism Lt.4 12.7955 Sway mechanism Lt.3 Beam mechanism Lt.4 Beam mechanism Lt.3 Universitas Sumatera Utara 22 Kombinasi Sway mechanism Lt.3 13.3801 Sway mechanism Lt.2 Beam mechanism Lt.3 Beam mechanism Lt.2 23 Kombinasi Sway mechanism Lt.2 14.8277 Sway mechanism Lt.1 Beam mechanism Lt.2 Beam mechanism Lt.1 24 Kombinasi Sway mechanism Lt.4 14.9389 Sway mechanism Lt.3 Sway mechanism Lt.2 Beam mechanism Lt.4 Beam mechanism Lt.3 Beam mechanism Lt.2 25 Kombinasi Sway mechanism Lt.3 15.4997 Sway mechanism Lt.2 Sway mechanism Lt.1 Beam mechanism Lt.3 Beam mechanism Lt.2 Beam mechanism Lt.1 26 Kombinasi Sway mechanism Lt.4 16.4152 Sway mechanism Lt.3 Sway mechanism Lt.2 Sway mechanism Lt.1 Beam mechanism Lt.4 Beam mechanism Lt.3 Beam mechanism Lt.2 Beam mechanism Lt.1 Momen plastis maksimum tiap kombinasi pada portal B dirangkum dalam tabel dibawah : Jenis kombinasi Mp maks-Tm 1,7D+L 19.5568 1,3D+L+E 20.5346 1,3D+E 17.6458 Universitas Sumatera Utara

3.5.3 Mp maksimum pada portal C

Dokumen yang terkait

Analisa Struktur Portal Ruang Tiga Lantai Dengan Metode Kekakuan Dibandingkan Dengan Program Ansys

29 177 96

PERENCANAAN ULANG GEDUNG PENGHUBUNG HOTEL ALIMAR MALANG DENGAN KONSTRUKSI BAJA KOMPOSIT MENGUNAKAN METODE LRFD

2 29 21

PERENCANAAN GEDUNG PERKANTORAN/PERKULIAHAN UNIVERSITAS MUHAMMADIYAH MALANG DENGAN BALOK-LANTAI KOMPOSIT DAN KOLOM BAJA BERONGGA MENGACU "SPESIFICATION AISC-LRFD"

1 35 2

PERENCANAAN ULANG GEDUNG RUSUNAWA BLOK A UNIVERSITAS MUHAMMADIYAH MALANG MENGGUNAKAN KOMPOSIT BAJA DENGAN METODE LRFD

0 14 1

PERBANDINGAN PERENCANAAN KOMPONEN LENTUR BAJA DENGAN METODE DESAIN FAKTOR BEBAN DAN TAHANAN (AISC-LRFD 360-05) DAN SNI-03-1729-2002

0 10 26

PERBANDINGAN PERENCANAAN KOMPONEN LENTUR BAJA DENGAN METODE DESAIN FAKTOR BEBAN DAN TAHANAN (AISC-LRFD 360-05) DAN SNI-03-1729-2002

0 8 9

Analisis Perencanaan Pelat Lantai Beton Prategang Post Tension Dibandingkan Dengan Beton Biasa

0 1 56

Perencanaan Jembatan Komposit Metode Lrfd (Load And Resistance Factor Design)

0 1 57

Struktur baja metode lrfd (1)

0 31 352

PERENCANAAN ULANG STRUKTUR GEDUNG LABORATURIUM TEKNIK ELEKTRO INSTITUT TEKNOLOGI SEPULUH NOPEMBER SURABAYA DENGAN STRUKTUR BAJA METODE LRFD - ITS Repository

1 0 221