@article{Zebua_2018, title={DESAIN PELAT GEDUNG STRUKTUR BETON BERTULANG DI WILAYAH GEMPA TINGGI}, volume={4}, url={https://journal.unilak.ac.id/index.php/SIKLUS/article/view/1650}, DOI={10.31849/siklus.v4i2.1650}, abstractNote={<p><em>The effect of earthquake loads have to be considered when we need to design a building in Indonesia because of the earthquake happen almost on every region in Indonesia. This study mean to achieve slab design. </em><em>Four stories building </em><em>in Gunungsitoli city </em><em>used as structure model. </em><em>Slab has been design as one way slab. Loads considered in SNI 1727:2013, while the design process according to SNI 2847:2013. From this study, the dimension of roof slab is 10 cm, while reinforced are &nbsp;</em><em>Ø10-200</em><em> and </em><em>Ø</em><em>8</em><em>-200</em><em>.&nbsp; The dimension of floor slab is 12 cm, while reinforced are &nbsp;</em><em>Ø10-200</em><em> and </em><em>Ø</em><em>8</em><em>-</em><em>150.</em></p&gt;}, number={2}, journal={Siklus : Jurnal Teknik Sipil}, author={Zebua, Alfian Wiranata}, year={2018}, month={Oct.}, pages={91-102} }