DESIGNING BANK BUILDING 10 FLOORS
WITH 1 BASEMENT USING PARTIAL DUCTILE SYSTEM IN SURAKARTA
Final Exam
in partial fulfillment of the requirement for the degree Bachelor of Civil Engineering
by :
FARID TEGAR ASHARI NIM : D 100 102 011
to
CIVIL ENGINEERING DEPARTMENT FACULTY OF ENGINEERING MUHAMMADIYAH UNIVERSITY OF SURAKARTA
iii PREFACE
Assaalamu’alaikum Wr Wb.
Alhamdulillah, Thank God, all praises fortunately goes to Allah SWT
presence on a flood blessing, taufik and hidayahnya so Final Project collation gets
most finish. This Final Project is arranged utilised complete stipubting to solve
study program s-1 on Civil Engineering departement Engineering Faculty
Muhammadiyah University of Surakarta. Herewith compiler extends gratitude to
all party already give support so compiler gets to solve this Final Project.
Then with its finish this Final Project compiler say thank to :
1) Mr Ir. Sri Sunarjono, M.T, Ph.D., as Chairman of Engineering Faculty
Muhammadiyah University of Surakarta.
2) Mr Mochammad Solikhin, ST. MT. Ph.D., as Chairman of Civil Engineering
Departement Muhammadiyah University of Surakarta.
3) Ibu Yenny Nurchasanah, S.T, M.T., as Sekretaris of Civil Engineering
Departement Muhammadiyah University of Surakarta.
4) Mr Ir. H. Suhendro Trinugroho, M.T., as Supervisor and Chairman on
Examination Official.
5) Bapak H. Budi Setiawan, ST. M.T., as Co Supervisor and Sekretaris on
Examination Official.
6) Mr Basuki, S.T, M.T., as Examinator one that give instruction, guidance and
advise.
7) Father and mother teacher Civil Engineering departement Engineering Faculty
Muhammadiyah University of Surakarta Thank on guidance and knowledge
already being given.
8) Father, Mother, Ilham, Ilmi, Ilma and family outgrows H.Djemakun and H.Dawam what do always give taste and mental push. Thank on do ’ a. has already been given all this time, hopefully Allah SWT always looks after deep
iv
9) Friend civil engineering generation 2010, Fia, Eisna, Rasid, Rahman, Rifzal,
Goni, Andi, Dika, Frenda, Kiki, etc. and all party which help deep solve this
Final Project that can't be named by piece.
Writer realises that Tasks Write-up collation Final this stills to restrain
from perfect, therefore with all humility, criticism and tips that builds so compiler
expect utilised write-up completion at proximately, and hopefully this reporting
we all's benefit. Amen. Wassalamu’alaikum Wr Wb.
Surakarta, June 2015
v
TABLE OF CONTENTS
Page
APPROVAL SHEET ... ii
PREFACE ... iii
TABLE OF CONTENTS ... v
ABSTRACTION ... xi
CHAPTER I. INTRODUCTION ... 1
A. Civil Engineering Condition ... 1
B. Problem Criteria ... 1
C. Object Designing ... 1
D. Benefit Designing... 2
E. Designing Criteria ... 2
CHAPTER II.LITERATURE ... 4
A. General ... 4
B. Ductility ... 5
1. Definition ductility... 5
2. Plastic joint ... 6
C. Loading Strukturure ... 6
1. Strength structure component ... 6
2. Load factor ... 7
3. Strength reduction factor (ø) ... 7
4. Capacity design ... 8
D. Quake load ... 8
1. Nominal quake load ... 8
1a). Quake response factor (C1) ... 8
1b). Building primer factor (I) ... 12
1c). Quake reduction factor (R) ... 12
vi
2. Shear load basic nominal static equivalent (V) ... 14
3. Quake load nominal static equivalent (Fi) ... 15
4. Control natural thrilling time building uniforms (T1) ... 15
5. Mommen turns around ... 16
CHAPTER III. BASIC THEORY ... 18
A. Design Steel Frame Roof Structure ... 18
1. Design gording ... ... ...18
2. Design Sagrod ... 19
3. Design frame ... 19
4. Bolt connection ... 21
B. Design Plate and Stair Structure ... 22
1. Design plate ... 22
2. Design concrete reinforced stair... 26
2a). Corner stair α ... 26
2b). Broad stair ... 26
2c). Size rung stair ... 27
2d). Weight rung stair ... 27
C. Design Beam With Partial Ductile System ... 28
1. Calculate longitudinal reinforced ... 28
2. Calculate plan momment ... 31
3. Calculate shear reinforced beam ... 32
D. Design Column With Partial Ductile System ... 35
1. Calculate longitudinal reinforced ... 35
2. Calculate shear reinforced column ... 37
E. Design Structure Foundation Pile ... 38
1. Calculate strength pile single ... 38
1a). Calculation heavy duty pile ... 38
1b). Review soft material ... 38
2. Pile tally and angglomerate advocate energy ... 39
vii
2b). Calculate support energy pile group ... 40
3. Control energy support max pile ... 40
4. Control strength shear and reinforced pile cap ... 41
4a). Strength shear one way ... 41
4b). Strength shear two way (pons) ... 42
4c). Reinforced calculate plate pile cap ... 43
4d). Calculate channel long pile cap ... 44
4e). Control bearing strong foundation ... 45
5. Calculate reinforced and tension control pile (concrete and steel) ... 45
5a). Calculate longitudinal reinforced pile ... 45
5b). Shear reinforced pile ... 48
6. Design sloop ... 54
6a). Design longitudinal reinforced sloop ... 54
6b). Design shear reinforced sloop ... 54
CHAPTER IV. DESIGNING METHOD ... 57
A. Data ... 57
B. Tool design ... 57
C. Requisite ... 57
D. Phase design ... 58
CHAPTER V. DESIGN ROOF STRUCTURE ... 60
A. Frame design ... 60
B. Calculate long bar frame ... 61
C. Design gording ... 62
1. Data design ...……...62
2. Calculate load ... 63
3. Control strength and safety gording ...67
D. Frame design ... 69
viii
2. Load analysis ... 70
E. Design profile frame ... 84
1. Bar pull ... 84
2. Bar press ... 86
F. Design connection ... 91
G. Design joint plate ... 95
H. Design plate couple...98
CHAPTER VI. DESIGN PLATE AND STAIR ... 105
A. Design floor plate ... 105
1. Load analysis ... 106
2. Calculate momment plate ... 106
3. Calculate reinforced and plan momment ... 107
B. Design roof plate ... 116
1. Load analysis ... 116
2. Calculate momment plate ... 116
3. Calculate reinforced and plan momment ... 118
C. Design wall plate and floor Basement ... 125
1. Design wall basement ... 125
1a). Load analysis ... 125
1b). Calculate momment wall plate basement ... 126
1c). Calculate reinforced ... 127
2. Design floor basement... 134
2a). Load analysis ... 134
2b). Calculate momment floor plate basement ... 134
2c). Calculate reinforced ... 135
D. Design stair ... 142
1. Load analysis ... 143
2. Momment stair ... 144
ix
CHAPTER VII. LOAD ANALYSIS ON PORTAL ...158
A. Load quake analysis on building structure ... 158
1. Control eksentrisity building ... 159
1a). Rigor center ... 159
1b). Building center of mass ... 160
1c). Control momment around ... 162
2. Calculation quake load ... 163
2a). Load on building structure ... 163
2b). Analysis shear force basic from quake load ... 166
B. Analysis gravitation load on building structure ... 168
CHAPTER VIII. DESIGNING PORTAL STRUCTURE WITH PARTIAL DUCTILE SYSTEM ... ...176
1. Calculation force ...176
2. Load combination ...202
A. Design beam ... 228
1. Longitudinal reinforced ... 228
2. Control plan momment beam ... 231
3. Long channelizing barreinforced ... 232
4. Shear reinforced beam... 236
5. Torsi reinforced beam ... 240
B. Design column ... 223
1. Longitudinal reinforced ... 223
2a). Determine long and sort column ... 251
2b). Determine momment rearing factor ... 255
2c). Calculate reinforcement ... 264
2. Shear reinforcement ... 252
CHAPTER IX. DESIGNING FOUNDATION ... 288
A. Calculation pile ... 288
x
2. Shear reinforced pile ... 300
3. Power support strength pile ... 301
4. Power support soil strength ... 301
5. Determine total pile ... 302
6. Calculate power support group pile ... 302
7. Control power support max pile ... 303
B. Calculate pile cap ... 304
1. Control shear tension... 304
2. Reinforced pile cap ... 307
C. Design Sloop ... 311
1. Load analysis ... 311
2. Calculate momment and shear force ...311
3. Reinforced longitudinal ... 312
4. Shear reinforced sloop...318
CHAPTER X. CONCLUSIONS AND SUGGESTIONS ... 321
A. Conclusions ... 321
B. Suggestion ... 322
xi
DESIGNING BANK BUILDING 10 FLOORS
WITH 1 BASEMENT USING PARTIAL DUCTILE SYSTEM IN SURAKARTA
ABSTRACTION
Final project is meant to plan a reinforced concrete structure 10 with 1 basement floor, which is the building to the bank of the region Surakarta (earthquake region 3) which stands on solid ground and is based on ISO 1726-2002 with the value of ductility factor (μ) = 2.5 that includes the partial ductile. The purpose of this thesis is to obtain a comparison or efficiency of the planning structure based on the three dimension building, which includes structural mechanics analysis, the distribution of shear loads or seismic and needs reinforcement.
Design of reinforced concrete structures using quality materials that include concrete quality f'c = 25 MPa, the quality of steel fy = 300 MPa and frame the horses using quality steel used Bj 41. Regulation as reference includes PPIUG-1983, SNI 03-1729- 2002, PPBBI-1984, PBI-1971, SNI 03-2847-2002. Analysis of structural mechanics using "SAP 2000 v.14" 3 dimension. Mathematical calculations using the "Microsoft Excel 2007". While the depiction using "AutoCAD 2007".
The results of final project as follows :
1). Roof structure using steel frame frame profile 2L50x50x5 and 2L50x50x6. 2). The thickness of plate floor (1-9) 12 cm with main reinforcement D10 and
divisor reinforcement dp8. To plate used stairs and landing plate 12 cm thick with main reinforcement D12 and divisor reinforcement dp8.
3). Beams with dimensions 400/700 mm with main reinforcement D22 and shear reinforcement 2dp8. Column with dimensions 500/500 mm with main reinforcement D25 and shear reinforcement 2dp10.
4). Pile cap using size 4x4 m2 thick 100 cm with reinforcement D25-100 mm. Piles with dimensions 35 / 35 cm with the main reinforcement 4D22 and shear reinforcement 2dp10-140.
