DAFTAR PUSTAKA
Hardjasaputra, Harianto. Steffie Tumilar. Model Penunjang dan Pengikat (Strut-and-Tie Model) Pada Perancangan Struktur Beton. Universitas Pelita Harapan: Jakarta. Juli, 2002
G.Nawy, Edward. Beton Bertulang-Suatu Pendekatan Dasar. PT Rafika Aditama; Bandung. November 2008
L.Schodek, Daniel. Struktur. PT Rafika Aditama; Bandung. 1998.
Marlon Marpaung. Johannes Tarigan. Jurnal: Analisa Balok Tinggi Berlubang Dengan Metode Strut And Tie. Jurnal Teknik Sipil F.T USU.
Liang-Jenq Leu, Chang-Wei Huang, Chuin-Shan Chen, M.ASCE and Ying-Po Liao. Journal: Strut-and-Tie Design Methodology for Three-Dimensional Reinforced Concrete Structures. Journal of Structural Engineering ASCE, June 2006.
Tavio. F. Hartoyo. Jurnal : Deflection Prediction Using Strut-And-Tie Model with An Effective Cross-Sectional Area Approach. Jurnal Teknik Sipil FT ITS, Mei 2012.
Civil Engineering, Department of Civil Engineering, I.I.T. Roorkee, Roorkee-247 677, India. 2006.
Wight, James K. Gustavo J. Parra-Montesinos. Journal : Strut and Tie Model for Deep Beam Design (A Practical Exercise using Appendix A of the 2002 ACI Building Code). Mei, 2003.
Mc. Cormac, Jack. C. Desain Beton Bertulang, Edisi 5 Jilid 1. Erlangga. Jakarta : 2003.
Mc. Cormac, Jack. C. Desain Beton Bertulang, Edisi 5 Jilid 2. Erlangga. Jakarta : 2003.
Tabel Faktor Reduksi Kekuatan berdasarkan peraturan ACI.
Strength Condition Strength Reduction Factor (ɸ) Tension-controlled sections
Compression-controlled sections Member with spiral reinforcement Other reinforced members
Shear and torsion Bearing on concrete
Post-tensioned anchorage zones Strut-and-tie models
0.90
Sumber: Design of Concrete Structure oleh Arthur H.Nilson, David Darwin dan Charles W. Dolan.
Tabel Nilai �� untuk kuat nodal.
Nodal Zone Condition Classification ��
Bounded by strut or bearing area Anchoring one tie
Anchoring two or more ties
C-C-C
Tabel tulangan standar ASTM.
Bar size, no. Nominal diameter, in.
Nominal area, in.2
Nominal weight, lb/ft
Tabel Panjang tulangan ld tarik yang disederhanakan dalam diameter tulangan ld/db untuk
tulangan tanpa lapisan dan beton normal.
No. 6 (No. 19) and Smallera No. 7 (No. 22) and Larger
f’c psi f’c psi
fy ksi 4000 5000 6000 4000 5000 6000 (1) Bottom Bars
or b 60 49 44 40 62 55 50
Other cases
40
ties throughout ld not less than the Code minimum.
Case b: Clear spacing of bars being develop or spliced ≥ 2 db, and clear cover not less than db a
ACI Committee 408 recommends that the values indicated for bar sizes No. 7 (No.22) and larger be used for all bar sizes.
