?url_ver=Z39.88-2004&rft_val_fmt=info%3Aofi%2Ffmt%3Akev%3Amtx%3Adc&rft.title=ANALISIS+PEMBEBANAN+ULTIMATE++PADA+PERENCANAAN+BALOKBAJA+UNTUK+PROFIL+IWF+BERDASARKAN+SNI+1729%3A2015+&rft.creator=NOVIA+EKA+DAMAYANTI%2C+1315011087&rft.subject=Mesin+(General).+Mesin+Sipil+(General)&rft.description=ABSTRAK%0D%0A%0D%0APerancangan+balok+baja+dapat+didesain+bergantung+pada+gaya+geser+dan+momen+lentur+yang+bekerja+pada+komponen+balok.+Oleh+karena+itu%2C+kita+harus+mengetahui+pembebanan+yang+dapat+dipikul+oleh+profil+yang+akan+digunakan+dalam+perancangan.%0D%0A%0D%0AAnalisis+ini+menghitung+pembebanan+ultimate+pada+perencanaan+balok+baja+untuk+profil+IWF.+Dalam+analisis+ini+dilakukan+penentuan+data+15+profil+IWF+yang+akan+dihitung+untuk+beberapa+variasi+bentang+sebesar+2+m%2C+4+m%2C+6+m%2C+8+m+dan+12+m+serta+tegangan+leleh+minimum+(fy)+sebesar+210+MPa%2C+240+MPa+dan+250+MPa.+Setelah+itu%2C+menghitung+kekuatan+nominal+dan+kuat+rancang+dari+variasi+profil+IWF+dengan+menggunakan+program+Microsoft+Excel+berdasarkan+SNI+1729%3A2015.+Selanjutnya+menggambar+grafik++perbandingan++kuat++rancang+dari++variasi++profil+IWF+yang+berbeda.%0D%0A%0D%0ADalam+analisis+yang+dilakukan%2C+dapat+dinyatakan+bahwa+seluruh+penampang+yang+dihitung+merupakan+penampang+kompak.+Berdasarkan+grafik+yang+didapat+dari+perhitungan%2C+kuat+lentur+perlu+(Mu)+dipengaruhi+oleh+klasifikasi+komponen+yang+terbagi+menjadi+plastis%2C+tekuk+torsi+lateral+inelastik+dan+tekuk+torsi+lateral+elastik+yang+dibatasi+oleh+Lb%2C+Lp+dan+Lr.%0D%0A%0D%0AKata+kunci+%3A+balok%2C+profil+IWF%2C+perencanaan+balok+baja.%0D%0A%0D%0A%0D%0AABSTRACT%0D%0A%0D%0A%0D%0AThe+design+of+the+steel+beam+depends+on+the+shear+force+and+bending+moment+acting+on+the+beam+components.+Therefore%2C+we+have+to+know+the+loading+that+can+be+carried+by+the+profile.%0D%0A%0D%0A%0D%0AThis+analysis+calculates+the+ultimate+load+on+steel+beam+design+for+IWF+profiles.+In+this+analysis%2C+determine+15+IWF+profiles+data+will+be+calculated+for+several+variations+of+span+of+2+m%2C+4+m%2C+6+m%2C+8+m+and+12+m+as+well+as+the+minimum+yield+stress+(fy)+of+210+MPa%2C+240+MPa+and+250+MPa.+Thereafter%2C+calculate+the+nominal+strength+and+design+strength+of+the+IWF+profile+variation+by+using+the+Microsoft+Excel+program+based+on+SNI+1729%3A+2015.+And+draw+a+design+strength+comparison+graph+of+different+IWF+profile+variations.%0D%0A%0D%0A%0D%0AIn+the+analysis%2C+it+can+be+stated+that+all+calculated+sections+are+compact+sections.+Based+on+the+calculated+graph%2C+the+required+flexural+strength+(Mu)+is+affected+by+the+classification+such+as+the+plastic%2C+the+lateral+inelastic+torsional+buckling+and+the+lateral+elastic+torsional+buckling+limited+by+Lb%2C+Lp+and+Lr.%0D%0A%0D%0A%0D%0AKeywords+%3A+beam%2C+IWF+profile%2C+steel+beam+design.%0D%0A&rft.publisher=FAKULTAS+TEKNIK+&rft.date=2017-10-11&rft.type=Skripsi&rft.type=NonPeerReviewed&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F28983%2F1%2FABSTRAK.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F28983%2F2%2FSKRIPSI%2520TANPA%2520BAB%2520PEMBAHASAN.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F28983%2F3%2FSKRIPSI%2520FULL.pdf&rft.identifier=++NOVIA+EKA+DAMAYANTI%2C+1315011087++(2017)+ANALISIS+PEMBEBANAN+ULTIMATE+PADA+PERENCANAAN+BALOKBAJA+UNTUK+PROFIL+IWF+BERDASARKAN+SNI+1729%3A2015.++FAKULTAS+TEKNIK+%2C+UNIVERSITAS+LAMPUNG.+++++&rft.relation=http%3A%2F%2Fdigilib.unila.ac.id%2F28983%2F