?url_ver=Z39.88-2004&rft_val_fmt=info%3Aofi%2Ffmt%3Akev%3Amtx%3Adc&rft.title=ANALISIS+BATANG+TEKAN+PADA+STRUKTUR+BAJA%0D%0AMENGGUNAKAN+PROGRAM+PHP+%0D%0A&rft.creator=HAIRIANDI+ANGGA+SINNIA%2C+0715011064&rft.subject=+&rft.subject=Karya+Karya+Umum+%3D+000&rft.description=Compression+member+is+the+rod+which+resisted+the++compression+force+at+the+steel+structure.+Compression+member+potentially+experiencing+buckle.+To+avoid+the+++buckling+of+compression+member%2C+so+the+buckling+length+factor+of+steel+is+consider+indeed.+Buckling+length+of+steel+is+the+distance+between+two+successive+joint+that+free+of+pressure.+To+avoid+failure+of+the+structure+in+this+compression+member+is+a+necessary+analytical+calculations.+In+this+study%2C+the+analysis+of+the+steel+compression+member+calculation+of+LRFD+method+using+a+web-based+program.+Website%2C+whether+consists+of+PHP+or+not+built+by+using+HTML+tags+and+for+typing+those+tags+needed+applicaton+that+can+save+files+in+form+of+HTML%2C+PHP%2C+or+Javascript.+There+are+several+editor+that+can+be+used+for+developing+and+making+websites%2C+in+this+study+editor+that+used+is+notepad%2B%2B.+Calculation+analysis+of+compression+member%2C+have+to+consider+several+factors+of+the+maximum+limit+that+have+been+determined+e.g.+out+checks+on+the+slenderness+of+sectional+compression+member.+The+results+from+the+program+calculation+will+give+the+output+stating+whether+compression+members+are+safe+to+load+the+imposition+or+not%2C+if+it%E2%80%99s+not+then+the+profile+redesign+will+be+done.+When+the+program+is+completed+website+that+has+been+created+can+be+hosted+in+order+to+be+accessible+via+the+internet.%0D%0AKeywords+%3A+Compression+member%2C+Buckling+length+factor%2C+Steel+Structures%0D%0AAbstrak%0D%0ABatang+tekan+merupakan+batang+yang+menerima+gaya+tekan+pada+suatu+struktur++baja.+Oleh+karena+itu%2C+batang+tekan+berpotensi+mengalami+tekuk.+Untuk+menghindari+tekuk+pada+batang+tekan%2C++maka+perlu+diperhitungkan+faktor+panjang+tekuk+baja.+Panjang+tekuk+pada+baja+merupakan+jarak+antara+2+titik+joint+yang+berurutan+yang+bebas+dari+tekanan.+Untuk+menghindari+kegagalan+struktur+pada+batang+tekan+ini+maka+perlu+dilakukan+analisis+perhitungan.+Dalam+penelitian+ini%2C+analisis+perhitungan+batang+tekan+baja+dengan+metode+LRFD+menggunakan+program+berbasis+web.+Website%2C+baik+didalamnya+terkandung+PHP+atau+tidak+dibangun+menggunakan+tag-tag+HTML.+Untuk+pengetikkan+tag-tag+itu+diperlukan+aplikasi+yang+dapat+menyimpan+file+berupa+HTML%2C+PHP%2C+atau+Javascript.+Ada+beberapa+editor+yang+digunakan+untuk+mengembangkan+atau+membangun+sebuah+website%2C+dalam+penelitian+ini+editor+yang+digunakan+adalah+notepad%2B%2B.+Pada+analisis+perhitungan+batang+tekan+terdapat+beberapa+faktor+yang+harus+diperhitungkan+terhadap+nilai+syarat+batas+yang+telah+ditentukan+seperti+pemeriksaan+batas+kelangsingan+penampang.+Hasil+dari+program+akan+memberikan+keluaran+yang+menyatakan+apakah+batang+tekan+aman+terhadap+pembebanan+atau+tidak%2C+jika+tidak+maka+dapat+dilakukan+perencanaan+ulang+profil.+Setelah+pembuatan+program+web+ini+selesai%2C+web+yang+telah+dibuat+dapat+di+hosting+agar+dapat+diakses+melalui+internet.+++%0D%0AKata+kunci+%3A+batang+tekan%2C+factor+panjang+tekuk%2C+struktur+baja%0D%0A%0D%0A1)Mahasiswa+Jurusan+Teknik+Sipil+Fakultas+Teknik%2C+Universitas+Lampung.%0D%0A2)+Staf+pengajar+pada+Jurusan+Teknik+Sipil+Universitas+Lampung.Jalan+Prof.+Sumantri+Beojonegoro+1+Gedon+++++Meneng%2C+Bandar+Lampung%0D%0A3)+Staf+pengajar+pada+Jurusan+Teknik+Sipil+Universitas+Lampung.Jalan+Prof.+Sumantri+Beojonegoro+1+Gedong%0D%0A++++Meneng%2C+Bandar+Lampung.+Email%3A+ahmadzakaria%40unila.ac.id%0D%0A&rft.publisher=Fakultas+Teknik&rft.date=2013&rft.type=Skripsi&rft.type=NonPeerReviewed&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F6774%2F1%2F%2523Abstrak%2520fix.docx&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F6774%2F2%2FCOVER.docx&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F6774%2F3%2FSURAT%2520PERNYATAAN.docx&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F6774%2F4%2F%2523DAFTAR%2520ISI.docx&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F6774%2F5%2F%2523DAFTAR%2520TABEL.docx&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F6774%2F6%2F%2523DAFTAR%2520GAMBAR.docx&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F6774%2F7%2Fbab%25201%2520fix.docx&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F6774%2F8%2Fbab%25202%2520fix.docx&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F6774%2F9%2FBAB%25203%2520fix.docx&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F6774%2F10%2Fbab%25204%2520fix.docx&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F6774%2F11%2FBAB%2520V%2520KESIMPULAN%2520DAN%2520SARAN.docx&rft.identifier=++HAIRIANDI+ANGGA+SINNIA%2C+0715011064++(2013)+ANALISIS+BATANG+TEKAN+PADA+STRUKTUR+BAJA+MENGGUNAKAN+PROGRAM+PHP.++Fakultas+Teknik%2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