?url_ver=Z39.88-2004&rft_val_fmt=info%3Aofi%2Ffmt%3Akev%3Amtx%3Adc&rft.title=ANALISIS+KEAMANAN+JARAK+ANTAR+ALAT+PENYAMBUNG+GESER+(SHEAR+CONNECTOR)+BERDASARKAN+DISTRIBUSI+TEGANGAN+DENGAN+MENGGUNAKAN+METODE+ELEMEN+HINGGA&rft.creator=ADITIA+RESHI+DISTA%2C+1315011002&rft.subject=Teknologi+(General)&rft.description=ABSTRAK%0D%0A%0D%0ABalok+baja+dan+pelat+beton+dalam+struktur+komposit+harus+terpasang+dengan+baik+untuk+mendapatkan+interaksi+yang+baik+antara+keduanya.+Gaya+geser+horizontal+yang+timbul+antara+keduanya+selama+pembebanan+harus+ditahan+oleh+shear+connector+pada+bagian+atas+balok+baja.+Fungsi+shear+connector+adalah+untuk+menjaga+koneksi+pelat+di+posisi+awal.+Pemasangan+shear+connector+akan+menimbulkan+distribusi+tegangan+yang+tersebar+secarav+tidak+merata+pada+pelat+beton.+Penelitian+ini+bertujuan+untuk+menganalisa+jarak+aman+dari+shear+connector+berdasarkan+distribusi+tegangan+pada+pelat+beton.+%0D%0APenelitian+ini+menggunakan+software+SAP2000+versi+14+untuk+menemukan+tegangan+maksimum%2C+kemudian+tegangan+yang+pada+pelat+dianalisis+dengan+metode+elemen+hingga+dan+Microsoft+Excel+yang+berdasarkan+pada+teori+Kirchoff-Love.+Teori+ini+memiliki+beberapa+batasan+seperti+%3A+plate+dianggap+sebagai+sebuah+struktur+tipis+dengan+defleksi+kecil+pada+bidang+tengah%3B+material+pelat+elatis%2C+homogen%2C+dan+isotropis%3B+ketebalan+pelat+relatif+lebih+kecil+dari+dimensi+lain.+%0D%0AHasil+analisis+yang+menunjukkan+bahwa+tegangan+maksimum+terletak+di+tengah+bentang+di+dekat+tumpuan+(shear+connector).+Jika+posisi+shear+connector+tidak+sesuai+dengan+SNI-1729-2015%2C+pelat+dapat+mengalami+keretakan+karena+tegangan+telah+melebihi+batas+dari+modulus+retakan+beton+(fr).+Resiko+kegagalan+meningkat+jika+jarak+antar+shear+connector+diperlebar+karena+tegangan+telah+melewati+batas+tegangan+retak.%0D%0AKata+kunci+%3A+Tegangan%2C+shear+connector%2C+pelat%2C+metode+elemen+hingga%2C+SAP2000.%0D%0A%0D%0A%0D%0AABSTRACT%0D%0A%0D%0ASteel+beam+and+concrete+plate+in+composite+structure+must+be+well+attached+to+get+good+interaction+between+both.+The+horizontal+shear+force+which+arise+between+both+during+wading+should+be+holt+by+the+shear+connector+on+top+part+of+the+steel+beam.+The+function+of+the+shear+connector+is+to+keep+concrete+plate+on+initial+position.+The+installation+of+the+shear+connector+will+influence+the+distribution+of+the+stress+spread+in+unevenly+on+concrete+plate.+This+research+aims+to+analyse+the+safe+distance+of+shear+connector+based+on+distribution+of+stress+in+concrete+plate.+%0D%0A%0D%0AThis+research+used+software+SAP2000+version+14+to+find+maximum+stress+on+beam+then+the+stress+in+the+plate+was+analysed+by+finite+element+method+and+Microsoft+Excel+used+base+on+Kirchoff-Love+theories.+The+theory+limited+some+parameters+such+as+%3A+plate+is+considered+as+a+thin+structure+with+small+deflection+on+the+middle%3B+plate+material+is+elastic%2C+homogeneous%2C+and+isotropic%3B+plate+thickness+is+relatively+smaller+than+other+dimension.+%0D%0A%0D%0AThe+analysis+result+show+that+maximum+stress+was+located+in+the+middle+of+span+near+the+support+(shear+connector).+If+position+of+the+shear+connector+not+accord+with+SNI-1729-2015%2C+the+plate+can+crack+due+to+the+exceed+of+modulus+concrete+crack+(fr).+The+risk+of+failure+increased+as+line+with+the+wider+shear+connector+distance+due+to+overpass+of+crack+stress.%0D%0A%0D%0AKeywords+%3A+Stress%2C+shear+connector%2C+plate%2C+finite+elemen+method%2C+SAP2000.%0D%0A&rft.publisher=FAKULTAS+TEKNIK&rft.date=2017-04-05&rft.type=Skripsi&rft.type=NonPeerReviewed&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F26475%2F1%2FABSTRAK.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F26475%2F11%2FSKRIPSI%2520FULL.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F26475%2F12%2FSKRIPSI%2520TANPA%2520BAB%2520PEMBAHASAN.pdf&rft.identifier=++ADITIA+RESHI+DISTA%2C+1315011002++(2017)+ANALISIS+KEAMANAN+JARAK+ANTAR+ALAT+PENYAMBUNG+GESER+(SHEAR+CONNECTOR)+BERDASARKAN+DISTRIBUSI+TEGANGAN+DENGAN+MENGGUNAKAN+METODE+ELEMEN+HINGGA.++FAKULTAS+TEKNIK%2C+UNIVERSITAS+LAMPUNG.+++++&rft.relation=http%3A%2F%2Fdigilib.unila.ac.id%2F26475%2F