PERENCANAAN ULANG KONSTRUKSI BANGUNAN ATAS GEDUNG RUSUNAWA II UMM DENGAN SISTEM CONVENSIONAL
| Main Author: | HASAN, WIDI MOCHAMAD |
|---|---|
| Format: | Thesis NonPeerReviewed |
| Terbitan: |
, 2014
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| Subjects: | |
| Online Access: |
http://eprints.umm.ac.id/15263/ |
Daftar Isi:
- Behavior of reinforced concrete structural components at various load them is to resist axial force, bending, shear, torsion or a combination of these styles. In general it can be understood that the behavior is dependent on the strain-strain relations that occur in the concrete and the kind of tension in custody. From planning dimensional structures planned for the roof slab thickness 120mm roof plate reinforcement using ̃10-100 for staging area/field (x direction), and for 120 mm floor plate, floor plate reinforcement using ̃10-100 for staging area / field (y direction ). For girders used field dimension (b / h) = 20/40cm, tensile reinforcement in the transverse direction and 6D19 lengthwise. Pedestal used for the main beam dimension (b/h) = 20/40 cm, press 6D13 reinforcement in the transverse direction and lengthwise, main beam reinforcement stirrups à ̃8-75 well on the field at the staging area longitudinal direction and transverse. And to use the column dimension (b / h) = 40/60 cm. At the edge of the field of planning and reinforcement being used 8D25 with stirrups ̃10-400.