Reinforced Concrete Structure Planning as an Alternative Design for Bolaang Mongondow Airport Terminal Building

Trio P. Lonan; Josef A. J. Sumajouw; Chris Hombokau; Novriana A. Pangemanan; Wellem Toad; Don Radius Gerald Kabo

doi:10.55927/ijis.v4i5.247

Authors

Trio P. Lonan Politeknik Negeri Manado
Josef A. J. Sumajouw Manado State Polytechnic
Chris Hombokau Manado State Polytechnic
Novriana A. Pangemanan Manado State Polytechnic
Wellem Toad Manado State Polytechnic
Don Radius Gerald Kabo Manado State Polytechnic

DOI:

https://doi.org/10.55927/ijis.v4i5.247

Keywords:

Concrete Reinforced , Column , Beam , Floor Slab , Foundation , Pile Cap, Sloof , ETABS

Abstract

Concrete boned is a construction material that combines concrete with reinforcement steel For increase his strength. Study This aiming plan structure concrete bone like columns, beams, floor slabs, foundations, pile caps, and sloof . Based on results analysis structure on use ETABS v.21 software structure stated safe. Reinforcement column got reinforcement main 24D19 stirrup 4 12-200, reinforcement block in can reinforcement main pull 4D13 stirrup 2 10-100 for support 2 10-125 for field , floor slab reinforcement can be obtained reinforcement x direction 12-100 and reinforcement y direction 12-100, reinforcement bored pile foundation obtained reinforcement main 14D19 and reinforcement spiral stirrups 12-150, pile cap reinforcement obtained reinforcement D13-120 flex and reinforcement shrinkage D13-120, reinforcement sloof part outside got reinforcement main top 5D16 reinforcement main bottom 5D16 reinforcement shrinkage 2D16 reinforcement stirrup 2 12-125, reinforcement sloof part in got reinforcement main top 7D16 reinforcement main bottom 7D16 reinforcement shrinkage 2D16 reinforcement stirrup 2 12-125. Load result the biggest structure above the count using ETABS v.21 software obtained burden maximum of 121.0204 tons. Power support foundation pole based on sounding data on point S-1 with 6m depth using Meyerhof method obtained (Q permit) = 169.2239 tons. The decrease bored pile foundation obtained of 4,956 mm

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