Upload
awat-hasan-ra
View
2.130
Download
0
Tags:
Embed Size (px)
DESCRIPTION
a presentation about analysis and design of a multy-story building as hotel using hand calculating and programas of STAAD-pro and STA4-cad, it was done by microsoft office 2013.
Citation preview
UNIVERSITY OF SALAHADDIN COLLEGE OF ENGINEERINGCIVIL ENG.DEPARTMENT
Analysis and Design of a Multistory Reinforced Concrete Building
҉�Prepared by
Awat hasan amin Bashdar kazm ali
҉�superviser assist lecturer. Zrar Sedeeq
GRADUATION PROJECT
MULTI STORY BUILDING
OUTLINE
IntroductionObjectivesStructural Elementso Slabs• Slab supported with beams• Design of slab• Details of slab
o Beams• Design of beam• Details of beams
INTRODUCTIONo The project is a multi- storey building which is used for residential purpose as hotelo It consists of 6 stories (basement, ground.1st.2nd,3rd,4th,5th floors),o The basement which is 3m height use as store, o The ground floor which is 4m height use as reception and servicing ,o The other floors which is 3m height in this hotel use as sleep rooms for guests and
passengers.
OBJECTIVES
• Analysis and design of multi-story building including slabs,beams,columns,elevated wall and foundation.
1. Analysis and design of slab supported with beams by Direct design method and yield line method for cantilever and corner span.
2 . Analysis and design of beams by coeffi cient method.
3 . Analysis and design of columns and elevated wall.
4 . Analysis and design of foundation.
STRUCTURAL ELEMENTS
Slab Beam Column Foundation Elevated wall
TYPES OF SLAB
Slab
Two-way beam supported slab is our beam type
SLAB DESIGN
• Analysis and design by direct design method and yield line method for cantilever and corner panel.
• For the most critical span
Max -ve M @long dir = 18.17 kN.m
Max +ve M @long dir = 14.8 KN.m
Max -ve M @short dir = 5.835 kN.m
Max +ve M @short dir = 4.75 kN.m
SLAB DETAILS
e
fi
e
A B C D
6.206.40
3.70
6.40
1
3.651.80
2
3.70
3
3.70
4
5
3.70
61.80
3.65
7
ba
k k
BEAM
• Analysis and design by coefficient method (aci code 318-08.8.3.3)
• For the most critical beam
Max +ve M= 107.23 KN.m
Max -ve M= 145.15 KN.m
BEAM DETAILS
SHORT BEAMS• Interior beams
SHORT EXTERIOR BEAMS
LONG INTERIOR BEAMS
LONG EXTERIOR BEAMS
SOME ADDITIONAL WORKSCOMPUTER PROGRAMING
Analysis and design the exist slab and beam by sta4-cad v13 and staad-pro v8i
Note// this programing steps doesn’t included in our graduation projectWe just did it for more assurance that has been calculated by hand.
STAD4-CAD V13
Is a program which is used for analysisAnd design reinforced concrete structures
By direct design Max M long dir = 18.17 kN.m Max M short dir = 5.835 kN.m
By stad4-cad program Max M long dir = 19.71 kN.m Max M short dir = 6.58 kN.m
Differentiate of moments for the most critical span by both hand
Calculating and programming
SLAB DESIGN BY STA4-CAD V13
DETAIL OF SLAB BY STA4-CAD
STAAD.PRO V8
It is a program which is used for analysis and design of reinforced concrete structures
By coefficient method aci code 318-08.8.3.3
Max +ve M= 107.23 KN.m
Max -ve M= 145.15 KN.m
By stad pro program:
Max +ve M= 82.54 KN.m
Max –ve M= 130.97 KN.m
Differentiate of moments for the most critical beam by both
hand Calculating and programming
END