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Perhitungan dilakukan dengan metode LRFD (Load and Resistance Element Design) Summary Beam is part of your framework generally working experience tensile and press. Beamis generally considered to be the foremost stem transverse gravity load , including the conclude moment load. Beam over the construction can be often called the girder, joist , cladding and ribs. Not every thing collapse that occurred while in the structure with the beam attributable to the hundreds that work on it , in some cases the very first beam collapse brought on by the instability with the beam structure by itself , which resulted in lateral torsional buckling, even though no torque load performing on the block. To help beam steadiness (particularly metal beams) obtained the load-bearing beam by itself needs to be additional to brace the facet / lateral endorsement. The purpose of this paper is to determine the amount load can be acknowledged whether it is offered beam steel barrier upcoming to each-Every single point out. In this ultimate metal beam taken on the bridge construction that could be provided As well as retaining a particular posture as the second pedestal, equally pedestal and Middle span, the position of plastic. Every single-Just about every condition will appear how huge the utmost load which can be acknowledged because of the metal beam. Calculations dependant on LRFD (Load and Resistance Element Structure)
ABSTRAK Balok adalah bagian dari struktur yang umumnya mengalami tarik dan tekan. Balok umumnya dipandang sebagai batang yang terutama memikul beban gravitas transversal , termasuk momen ujung. Balok pada struktur dapat disebut sebagai gelagar , balok anak , gording serta rusuk. Tidak semuanya keruntuhan yang terjadi pada struktur balok diakibatkan oleh beban yang berkerja diatasnya ,kadangkala keruntuhan balok terlebih dahulu disebabkan oleh ketidakstabilan struktur balok itu sendiri yang mengakibatkan terjadinya tekuk torsi lateral , walaupun tidak ada beban torsi yang bekerja pada balok tersebut. Untuk mendukung stabilitas balok (khususnya balok baja) dalam menahan beban yang diterima balok itu sendiri perlu ditambahkan penahan samping / sokongan lateral. Tujuan penulisan ini adalah untuk mengetahui seberapa besar beban yang dapat diterima balok baja apabila diberikan penahan samping untuk masing – masing keadaan. Pada tugas akhir ini diambil balok baja pada struktur jembatan yang akan diberikan penahan samping yang diberikan pada posisi tertentu seperti pada kedua tumpuan , kedua tumpuan dan ditengah bentang , pada posisi plastis. Masing – masing keadaan tersebut akan dicari seberapa besar beban maksimum yang bisa diterima oleh balok baja tersebut.
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