The document provides design details for the ground floor structure of a building project for client Syed Yusuf Ali. It includes job information, coordinates of 67 nodes, member incidences of 157 elements, material properties, support conditions, dead and live load cases, and results of the structural analysis and concrete design for beams and columns. The design is only for the ground floor due to technical difficulties including the first floor.
Never judge a book by it's cover is what grandpa used to tell me. Well, never judge any program in China from first glance. Most everything offered to foreigners in China is NOT what it appears to be. If you ask Gi2c to answer these 21 questions, you will see that it is a believable and sophisticated China job fraud, and over 2 dozen victims are telling their stories on Reddit.com and at Scam.com
Never judge a book by it's cover is what grandpa used to tell me. Well, never judge any program in China from first glance. Most everything offered to foreigners in China is NOT what it appears to be. If you ask Gi2c to answer these 21 questions, you will see that it is a believable and sophisticated China job fraud, and over 2 dozen victims are telling their stories on Reddit.com and at Scam.com
Walle produce all series of hydraulic seals,according to category by purpose,including rotary seals, all kinds of O ring(FKM O ring), step seal, glyd ring, oil seal and various of combination seals, gasket, spring energised seals, food machinery seals and so on.
The Lean Training Game Exchange from 5S Supply - June 20135S Supply
The Lean Training Game Exchange showcases several low cost, easy to use training exercises to help present Lean concepts such as 5S, Visual Controls, One by One Flow, Continuous Improvement and Lean terminology.
Walle produce all series of hydraulic seals,according to category by purpose,including rotary seals, all kinds of O ring(FKM O ring), step seal, glyd ring, oil seal and various of combination seals, gasket, spring energised seals, food machinery seals and so on.
The Lean Training Game Exchange from 5S Supply - June 20135S Supply
The Lean Training Game Exchange showcases several low cost, easy to use training exercises to help present Lean concepts such as 5S, Visual Controls, One by One Flow, Continuous Improvement and Lean terminology.
(May 29th, 2024) Advancements in Intravital Microscopy- Insights for Preclini...Scintica Instrumentation
Intravital microscopy (IVM) is a powerful tool utilized to study cellular behavior over time and space in vivo. Much of our understanding of cell biology has been accomplished using various in vitro and ex vivo methods; however, these studies do not necessarily reflect the natural dynamics of biological processes. Unlike traditional cell culture or fixed tissue imaging, IVM allows for the ultra-fast high-resolution imaging of cellular processes over time and space and were studied in its natural environment. Real-time visualization of biological processes in the context of an intact organism helps maintain physiological relevance and provide insights into the progression of disease, response to treatments or developmental processes.
In this webinar we give an overview of advanced applications of the IVM system in preclinical research. IVIM technology is a provider of all-in-one intravital microscopy systems and solutions optimized for in vivo imaging of live animal models at sub-micron resolution. The system’s unique features and user-friendly software enables researchers to probe fast dynamic biological processes such as immune cell tracking, cell-cell interaction as well as vascularization and tumor metastasis with exceptional detail. This webinar will also give an overview of IVM being utilized in drug development, offering a view into the intricate interaction between drugs/nanoparticles and tissues in vivo and allows for the evaluation of therapeutic intervention in a variety of tissues and organs. This interdisciplinary collaboration continues to drive the advancements of novel therapeutic strategies.
Seminar of U.V. Spectroscopy by SAMIR PANDASAMIR PANDA
Spectroscopy is a branch of science dealing the study of interaction of electromagnetic radiation with matter.
Ultraviolet-visible spectroscopy refers to absorption spectroscopy or reflect spectroscopy in the UV-VIS spectral region.
Ultraviolet-visible spectroscopy is an analytical method that can measure the amount of light received by the analyte.
What is greenhouse gasses and how many gasses are there to affect the Earth.moosaasad1975
What are greenhouse gasses how they affect the earth and its environment what is the future of the environment and earth how the weather and the climate effects.
Slide 1: Title Slide
Extrachromosomal Inheritance
Slide 2: Introduction to Extrachromosomal Inheritance
Definition: Extrachromosomal inheritance refers to the transmission of genetic material that is not found within the nucleus.
Key Components: Involves genes located in mitochondria, chloroplasts, and plasmids.
Slide 3: Mitochondrial Inheritance
Mitochondria: Organelles responsible for energy production.
Mitochondrial DNA (mtDNA): Circular DNA molecule found in mitochondria.
Inheritance Pattern: Maternally inherited, meaning it is passed from mothers to all their offspring.
Diseases: Examples include Leber’s hereditary optic neuropathy (LHON) and mitochondrial myopathy.
Slide 4: Chloroplast Inheritance
Chloroplasts: Organelles responsible for photosynthesis in plants.
Chloroplast DNA (cpDNA): Circular DNA molecule found in chloroplasts.
Inheritance Pattern: Often maternally inherited in most plants, but can vary in some species.
Examples: Variegation in plants, where leaf color patterns are determined by chloroplast DNA.
Slide 5: Plasmid Inheritance
Plasmids: Small, circular DNA molecules found in bacteria and some eukaryotes.
Features: Can carry antibiotic resistance genes and can be transferred between cells through processes like conjugation.
Significance: Important in biotechnology for gene cloning and genetic engineering.
Slide 6: Mechanisms of Extrachromosomal Inheritance
Non-Mendelian Patterns: Do not follow Mendel’s laws of inheritance.
Cytoplasmic Segregation: During cell division, organelles like mitochondria and chloroplasts are randomly distributed to daughter cells.
Heteroplasmy: Presence of more than one type of organellar genome within a cell, leading to variation in expression.
Slide 7: Examples of Extrachromosomal Inheritance
Four O’clock Plant (Mirabilis jalapa): Shows variegated leaves due to different cpDNA in leaf cells.
Petite Mutants in Yeast: Result from mutations in mitochondrial DNA affecting respiration.
Slide 8: Importance of Extrachromosomal Inheritance
Evolution: Provides insight into the evolution of eukaryotic cells.
Medicine: Understanding mitochondrial inheritance helps in diagnosing and treating mitochondrial diseases.
Agriculture: Chloroplast inheritance can be used in plant breeding and genetic modification.
Slide 9: Recent Research and Advances
Gene Editing: Techniques like CRISPR-Cas9 are being used to edit mitochondrial and chloroplast DNA.
Therapies: Development of mitochondrial replacement therapy (MRT) for preventing mitochondrial diseases.
Slide 10: Conclusion
Summary: Extrachromosomal inheritance involves the transmission of genetic material outside the nucleus and plays a crucial role in genetics, medicine, and biotechnology.
Future Directions: Continued research and technological advancements hold promise for new treatments and applications.
Slide 11: Questions and Discussion
Invite Audience: Open the floor for any questions or further discussion on the topic.
THE IMPORTANCE OF MARTIAN ATMOSPHERE SAMPLE RETURN.Sérgio Sacani
The return of a sample of near-surface atmosphere from Mars would facilitate answers to several first-order science questions surrounding the formation and evolution of the planet. One of the important aspects of terrestrial planet formation in general is the role that primary atmospheres played in influencing the chemistry and structure of the planets and their antecedents. Studies of the martian atmosphere can be used to investigate the role of a primary atmosphere in its history. Atmosphere samples would also inform our understanding of the near-surface chemistry of the planet, and ultimately the prospects for life. High-precision isotopic analyses of constituent gases are needed to address these questions, requiring that the analyses are made on returned samples rather than in situ.
This presentation explores a brief idea about the structural and functional attributes of nucleotides, the structure and function of genetic materials along with the impact of UV rays and pH upon them.
Deep Behavioral Phenotyping in Systems Neuroscience for Functional Atlasing a...Ana Luísa Pinho
Functional Magnetic Resonance Imaging (fMRI) provides means to characterize brain activations in response to behavior. However, cognitive neuroscience has been limited to group-level effects referring to the performance of specific tasks. To obtain the functional profile of elementary cognitive mechanisms, the combination of brain responses to many tasks is required. Yet, to date, both structural atlases and parcellation-based activations do not fully account for cognitive function and still present several limitations. Further, they do not adapt overall to individual characteristics. In this talk, I will give an account of deep-behavioral phenotyping strategies, namely data-driven methods in large task-fMRI datasets, to optimize functional brain-data collection and improve inference of effects-of-interest related to mental processes. Key to this approach is the employment of fast multi-functional paradigms rich on features that can be well parametrized and, consequently, facilitate the creation of psycho-physiological constructs to be modelled with imaging data. Particular emphasis will be given to music stimuli when studying high-order cognitive mechanisms, due to their ecological nature and quality to enable complex behavior compounded by discrete entities. I will also discuss how deep-behavioral phenotyping and individualized models applied to neuroimaging data can better account for the subject-specific organization of domain-general cognitive systems in the human brain. Finally, the accumulation of functional brain signatures brings the possibility to clarify relationships among tasks and create a univocal link between brain systems and mental functions through: (1) the development of ontologies proposing an organization of cognitive processes; and (2) brain-network taxonomies describing functional specialization. To this end, tools to improve commensurability in cognitive science are necessary, such as public repositories, ontology-based platforms and automated meta-analysis tools. I will thus discuss some brain-atlasing resources currently under development, and their applicability in cognitive as well as clinical neuroscience.
A brief information about the SCOP protein database used in bioinformatics.
The Structural Classification of Proteins (SCOP) database is a comprehensive and authoritative resource for the structural and evolutionary relationships of proteins. It provides a detailed and curated classification of protein structures, grouping them into families, superfamilies, and folds based on their structural and sequence similarities.
21. Software licensed to
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
001 1
Ground Floor Design
Syed Yusuf Ali
F Junaid 03-Apr-18
04-Apr-2018 14:56
Saud bhai GF.std
Print Time/Date: 04/04/2018 15:46 Print Run 1 of 1
STAAD.Pro for Windows 20.07.04.12
Job Information
Engineer Checked Approved
Name: F Junaid
Date: 03-Apr-18
Comments
This design is only for ground floor with the same slab as per GF archetectural plan.
Due to technical difficulties First Floor has not been included in the design and analysis.
Structure Type SPACE FRAME
Number of Nodes 67 Highest Node 90
Number of Elements 104 Highest Beam 157
Number of Basic Load Cases 2
Number of Combination Load Cases 0
Included in this printout are data for:
All The Whole Structure
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STAAD SPACE -- PAGE NO. 3
P R O B L E M S T A T I S T I C S
-----------------------------------
NUMBER OF JOINTS/MEMBER+ELEMENTS/SUPPORTS = 67/ 104/ 21
SOLVER USED IS THE OUT-OF-CORE BASIC SOLVER
ORIGINAL/FINAL BAND-WIDTH= 64/ 12/ 60 DOF
TOTAL PRIMARY LOAD CASES = 2, TOTAL DEGREES OF FREEDOM = 276
SIZE OF STIFFNESS MATRIX = 17 DOUBLE KILO-WORDS
REQRD/AVAIL. DISK SPACE = 12.3/ 839941.1 MB
76. PERFORM ANALYSIS PRINT ALL
**WARNING- CONSECUTIVE ANALYSIS COMMANDS. ONLY FIRST USED.
77. START CONCRETE DESIGN
78. CODE INDIAN
79. FC 522.136 ALL
80. FYMAIN 8667.46 ALL
81. DESIGN BEAM 1 TO 29 125 TO 157
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============================================================================
B E A M N O. 1 D E S I G N R E S U L T S
M25 Fe415 (Main) Fe415 (Sec.)
LENGTH: 2438.4 mm SIZE: 249.9 mm X 249.9 mm COVER: 25.0 mm
SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION 0.0 mm 609.6 mm 1219.2 mm 1828.8 mm 2438.4 mm
----------------------------------------------------------------------------
TOP 159.57 0.00 0.00 112.59 130.80
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
BOTTOM 0.00 112.59 112.59 112.59 0.00
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------
SUMMARY OF PROVIDED REINF. AREA
----------------------------------------------------------------------------
SECTION 0.0 mm 609.6 mm 1219.2 mm 1828.8 mm 2438.4 mm
----------------------------------------------------------------------------
TOP 2-12í 2-12í 2-12í 2-12í 2-12í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM START SUPPORT
VY = 18.13 MX = 0.48 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM END SUPPORT
VY = -16.43 MX = 0.48 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
============================================================================
============================================================================
B E A M N O. 2 D E S I G N R E S U L T S
M25 Fe415 (Main) Fe415 (Sec.)
LENGTH: 3429.0 mm SIZE: 249.9 mm X 249.9 mm COVER: 25.0 mm
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SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION 0.0 mm 857.2 mm 1714.5 mm 2571.8 mm 3429.0 mm
----------------------------------------------------------------------------
TOP 356.86 0.00 0.00 0.00 370.99
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
BOTTOM 0.00 112.08 181.44 112.08 0.00
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------
SUMMARY OF PROVIDED REINF. AREA
----------------------------------------------------------------------------
SECTION 0.0 mm 857.2 mm 1714.5 mm 2571.8 mm 3429.0 mm
----------------------------------------------------------------------------
TOP 5-10í 2-10í 2-10í 2-10í 5-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
BOTTOM 2-12í 2-12í 2-12í 2-12í 2-12í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM START SUPPORT
VY = 33.62 MX = 0.40 LD= 2
Provide 2 Legged 8í @ 90 mm c/c
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM END SUPPORT
VY = -34.13 MX = 0.40 LD= 2
Provide 2 Legged 8í @ 90 mm c/c
============================================================================
============================================================================
B E A M N O. 3 D E S I G N R E S U L T S
M25 Fe415 (Main) Fe415 (Sec.)
LENGTH: 3429.0 mm SIZE: 249.9 mm X 249.9 mm COVER: 25.0 mm
SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION 0.0 mm 857.2 mm 1714.5 mm 2571.8 mm 3429.0 mm
----------------------------------------------------------------------------
TOP 287.07 0.00 0.00 0.00 286.03
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
BOTTOM 0.00 112.59 142.48 112.59 0.00
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------
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STAAD SPACE -- PAGE NO. 6
SUMMARY OF PROVIDED REINF. AREA
----------------------------------------------------------------------------
SECTION 0.0 mm 857.2 mm 1714.5 mm 2571.8 mm 3429.0 mm
----------------------------------------------------------------------------
TOP 4-10í 2-10í 2-10í 2-10í 4-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM START SUPPORT
VY = 27.93 MX = 0.01 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM END SUPPORT
VY = -27.89 MX = 0.01 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
============================================================================
============================================================================
B E A M N O. 4 D E S I G N R E S U L T S
M25 Fe415 (Main) Fe415 (Sec.)
LENGTH: 3429.0 mm SIZE: 249.9 mm X 249.9 mm COVER: 25.0 mm
SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION 0.0 mm 857.2 mm 1714.5 mm 2571.8 mm 3429.0 mm
----------------------------------------------------------------------------
TOP 365.26 0.00 0.00 0.00 358.21
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
BOTTOM 0.00 112.08 179.91 112.08 0.00
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------
SUMMARY OF PROVIDED REINF. AREA
----------------------------------------------------------------------------
SECTION 0.0 mm 857.2 mm 1714.5 mm 2571.8 mm 3429.0 mm
----------------------------------------------------------------------------
TOP 5-10í 2-10í 2-10í 2-10í 5-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
BOTTOM 2-12í 2-12í 2-12í 2-12í 2-12í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------
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STAAD SPACE -- PAGE NO. 7
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM START SUPPORT
VY = 34.00 MX = -0.29 LD= 2
Provide 2 Legged 8í @ 90 mm c/c
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM END SUPPORT
VY = -33.75 MX = -0.29 LD= 2
Provide 2 Legged 8í @ 90 mm c/c
============================================================================
============================================================================
B E A M N O. 5 D E S I G N R E S U L T S
M25 Fe415 (Main) Fe415 (Sec.)
LENGTH: 3848.1 mm SIZE: 249.9 mm X 249.9 mm COVER: 25.0 mm
SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION 0.0 mm 962.0 mm 1924.0 mm 2886.1 mm 3848.1 mm
----------------------------------------------------------------------------
TOP 827.34 0.00 0.00 0.00 851.45
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
BOTTOM 213.97 112.59 478.77 112.59 239.16
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------
SUMMARY OF PROVIDED REINF. AREA
----------------------------------------------------------------------------
SECTION 0.0 mm 962.0 mm 1924.0 mm 2886.1 mm 3848.1 mm
----------------------------------------------------------------------------
TOP 11-10í 2-10í 2-10í 2-10í 11-10í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)
BOTTOM 3-10í 2-10í 7-10í 2-10í 4-10í
REINF. 1 layer(s) 1 layer(s) 2 layer(s) 1 layer(s) 1 layer(s)
SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM START SUPPORT
VY = 60.31 MX = 0.01 LD= 2
Provide 2 Legged 8í @ 90 mm c/c
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM END SUPPORT
VY = -62.05 MX = 0.01 LD= 2
Provide 2 Legged 8í @ 90 mm c/c
============================================================================
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STAAD SPACE -- PAGE NO. 8
============================================================================
B E A M N O. 6 D E S I G N R E S U L T S
M25 Fe415 (Main) Fe415 (Sec.)
LENGTH: 3238.5 mm SIZE: 249.9 mm X 249.9 mm COVER: 25.0 mm
SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION 0.0 mm 809.6 mm 1619.2 mm 2428.9 mm 3238.5 mm
----------------------------------------------------------------------------
TOP 233.15 0.00 0.00 0.00 271.78
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
BOTTOM 0.00 112.59 127.45 112.59 0.00
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------
SUMMARY OF PROVIDED REINF. AREA
----------------------------------------------------------------------------
SECTION 0.0 mm 809.6 mm 1619.2 mm 2428.9 mm 3238.5 mm
----------------------------------------------------------------------------
TOP 3-10í 2-10í 2-10í 2-10í 4-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM START SUPPORT
VY = 25.06 MX = -0.03 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM END SUPPORT
VY = -26.67 MX = -0.03 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
============================================================================
============================================================================
B E A M N O. 7 D E S I G N R E S U L T S
M25 Fe415 (Main) Fe415 (Sec.)
LENGTH: 3429.0 mm SIZE: 249.9 mm X 249.9 mm COVER: 25.0 mm
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STAAD SPACE -- PAGE NO. 9
SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION 0.0 mm 857.2 mm 1714.5 mm 2571.8 mm 3429.0 mm
----------------------------------------------------------------------------
TOP 293.86 0.00 0.00 0.00 289.35
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
BOTTOM 0.00 112.59 139.40 112.59 0.00
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------
SUMMARY OF PROVIDED REINF. AREA
----------------------------------------------------------------------------
SECTION 0.0 mm 857.2 mm 1714.5 mm 2571.8 mm 3429.0 mm
----------------------------------------------------------------------------
TOP 4-10í 2-10í 2-10í 2-10í 4-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM START SUPPORT
VY = 28.00 MX = 0.06 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM END SUPPORT
VY = -27.83 MX = 0.06 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
============================================================================
============================================================================
B E A M N O. 8 D E S I G N R E S U L T S
M25 Fe415 (Main) Fe415 (Sec.)
LENGTH: 3429.0 mm SIZE: 249.9 mm X 249.9 mm COVER: 25.0 mm
SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION 0.0 mm 857.2 mm 1714.5 mm 2571.8 mm 3429.0 mm
----------------------------------------------------------------------------
TOP 290.85 0.00 0.00 0.00 291.54
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
BOTTOM 0.00 112.59 138.91 112.59 0.00
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------
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STAAD SPACE -- PAGE NO. 10
SUMMARY OF PROVIDED REINF. AREA
----------------------------------------------------------------------------
SECTION 0.0 mm 857.2 mm 1714.5 mm 2571.8 mm 3429.0 mm
----------------------------------------------------------------------------
TOP 4-10í 2-10í 2-10í 2-10í 4-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM START SUPPORT
VY = 27.90 MX = 0.03 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM END SUPPORT
VY = -27.92 MX = 0.03 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
============================================================================
============================================================================
B E A M N O. 9 D E S I G N R E S U L T S
M25 Fe415 (Main) Fe415 (Sec.)
LENGTH: 3429.0 mm SIZE: 249.9 mm X 249.9 mm COVER: 25.0 mm
SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION 0.0 mm 857.2 mm 1714.5 mm 2571.8 mm 3429.0 mm
----------------------------------------------------------------------------
TOP 291.91 0.00 0.00 0.00 292.94
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
BOTTOM 0.00 112.59 140.19 112.59 0.00
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------
SUMMARY OF PROVIDED REINF. AREA
----------------------------------------------------------------------------
SECTION 0.0 mm 857.2 mm 1714.5 mm 2571.8 mm 3429.0 mm
----------------------------------------------------------------------------
TOP 4-10í 2-10í 2-10í 2-10í 4-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------
Page 10 of 83
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STAAD SPACE -- PAGE NO. 11
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM START SUPPORT
VY = 27.89 MX = 0.10 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM END SUPPORT
VY = -27.93 MX = 0.10 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
============================================================================
============================================================================
B E A M N O. 10 D E S I G N R E S U L T S
M25 Fe415 (Main) Fe415 (Sec.)
LENGTH: 2438.4 mm SIZE: 249.9 mm X 249.9 mm COVER: 25.0 mm
SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION 0.0 mm 609.6 mm 1219.2 mm 1828.8 mm 2438.4 mm
----------------------------------------------------------------------------
TOP 136.70 0.00 0.00 0.00 143.29
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
BOTTOM 0.00 112.59 112.59 112.59 0.00
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------
SUMMARY OF PROVIDED REINF. AREA
----------------------------------------------------------------------------
SECTION 0.0 mm 609.6 mm 1219.2 mm 1828.8 mm 2438.4 mm
----------------------------------------------------------------------------
TOP 2-10í 2-10í 2-10í 2-10í 2-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM START SUPPORT
VY = 17.08 MX = -0.03 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM END SUPPORT
VY = -17.47 MX = -0.03 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
============================================================================
Page 11 of 83
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STAAD SPACE -- PAGE NO. 12
============================================================================
B E A M N O. 11 D E S I G N R E S U L T S
M25 Fe415 (Main) Fe415 (Sec.)
LENGTH: 2907.8 mm SIZE: 249.9 mm X 249.9 mm COVER: 25.0 mm
SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION 0.0 mm 726.9 mm 1453.9 mm 2180.8 mm 2907.8 mm
----------------------------------------------------------------------------
TOP 230.62 0.00 0.00 0.00 177.39
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
BOTTOM 0.00 112.59 112.59 112.59 0.00
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------
SUMMARY OF PROVIDED REINF. AREA
----------------------------------------------------------------------------
SECTION 0.0 mm 726.9 mm 1453.9 mm 2180.8 mm 2907.8 mm
----------------------------------------------------------------------------
TOP 3-10í 2-10í 2-10í 2-10í 3-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM START SUPPORT
VY = 23.59 MX = -0.03 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM END SUPPORT
VY = -21.04 MX = -0.03 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
============================================================================
============================================================================
B E A M N O. 12 D E S I G N R E S U L T S
M25 Fe415 (Main) Fe415 (Sec.)
LENGTH: 3429.0 mm SIZE: 249.9 mm X 249.9 mm COVER: 25.0 mm
Page 12 of 83
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STAAD SPACE -- PAGE NO. 13
SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION 0.0 mm 857.2 mm 1714.5 mm 2571.8 mm 3429.0 mm
----------------------------------------------------------------------------
TOP 561.86 112.59 0.00 0.00 0.00
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
BOTTOM 0.00 0.00 215.29 234.19 112.59
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------
SUMMARY OF PROVIDED REINF. AREA
----------------------------------------------------------------------------
SECTION 0.0 mm 857.2 mm 1714.5 mm 2571.8 mm 3429.0 mm
----------------------------------------------------------------------------
TOP 5-12í 2-12í 2-12í 2-12í 2-12í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
BOTTOM 2-10í 2-10í 3-10í 3-10í 2-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM START SUPPORT
VY = 38.63 MX = -1.03 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
============================================================================
============================================================================
B E A M N O. 13 D E S I G N R E S U L T S
M25 Fe415 (Main) Fe415 (Sec.)
LENGTH: 749.8 mm SIZE: 249.9 mm X 249.9 mm COVER: 25.0 mm
SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION 0.0 mm 187.5 mm 374.9 mm 562.4 mm 749.8 mm
----------------------------------------------------------------------------
TOP 122.76 196.85 339.86 563.97 783.40
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
BOTTOM 112.59 0.00 0.00 0.00 163.70
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------
Page 13 of 83
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STAAD SPACE -- PAGE NO. 14
SUMMARY OF PROVIDED REINF. AREA
----------------------------------------------------------------------------
SECTION 0.0 mm 187.5 mm 374.9 mm 562.4 mm 749.8 mm
----------------------------------------------------------------------------
TOP 2-10í 3-10í 5-10í 8-10í 10-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s) 2 layer(s)
BOTTOM 2-12í 2-12í 2-12í 2-12í 2-12í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM END SUPPORT
VY = -59.20 MX = 4.79 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
============================================================================
============================================================================
B E A M N O. 14 D E S I G N R E S U L T S
M25 Fe415 (Main) Fe415 (Sec.)
LENGTH: 749.8 mm SIZE: 249.9 mm X 249.9 mm COVER: 25.0 mm
SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION 0.0 mm 187.5 mm 374.9 mm 562.4 mm 749.8 mm
----------------------------------------------------------------------------
TOP 1095.38 820.25 522.89 259.73 112.59
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
BOTTOM 495.52 194.99 0.00 0.00 118.12
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------
SUMMARY OF PROVIDED REINF. AREA
----------------------------------------------------------------------------
SECTION 0.0 mm 187.5 mm 374.9 mm 562.4 mm 749.8 mm
----------------------------------------------------------------------------
TOP 10-12í 8-12í 5-12í 3-12í 2-12í
REINF. 2 layer(s) 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
BOTTOM 7-10í 3-10í 2-10í 2-10í 2-10í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
Page 14 of 83
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41. Wednesday, April 04, 2018, 03:59 PM
STAAD SPACE -- PAGE NO. 15
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM START SUPPORT
VY = 85.23 MX = -1.32 LD= 2
Provide 2 Legged 8í @ 90 mm c/c
============================================================================
============================================================================
B E A M N O. 15 D E S I G N R E S U L T S
M25 Fe415 (Main) Fe415 (Sec.)
LENGTH: 3238.5 mm SIZE: 249.9 mm X 249.9 mm COVER: 25.0 mm
SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION 0.0 mm 809.6 mm 1619.2 mm 2428.9 mm 3238.5 mm
----------------------------------------------------------------------------
TOP 371.95 0.00 0.00 0.00 309.77
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
BOTTOM 0.00 112.08 180.25 112.08 0.00
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------
SUMMARY OF PROVIDED REINF. AREA
----------------------------------------------------------------------------
SECTION 0.0 mm 809.6 mm 1619.2 mm 2428.9 mm 3238.5 mm
----------------------------------------------------------------------------
TOP 5-10í 2-10í 2-10í 2-10í 4-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
BOTTOM 2-12í 2-12í 2-12í 2-12í 2-12í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM START SUPPORT
VY = 35.03 MX = -0.06 LD= 2
Provide 2 Legged 8í @ 90 mm c/c
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM END SUPPORT
VY = -30.02 MX = -0.06 LD= 2
Provide 2 Legged 8í @ 90 mm c/c
============================================================================
============================================================================
B E A M N O. 16 D E S I G N R E S U L T S
M25 Fe415 (Main) Fe415 (Sec.)
LENGTH: 3429.0 mm SIZE: 249.9 mm X 249.9 mm COVER: 25.0 mm
Page 15 of 83
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STAAD SPACE -- PAGE NO. 16
SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION 0.0 mm 857.2 mm 1714.5 mm 2571.8 mm 3429.0 mm
----------------------------------------------------------------------------
TOP 303.24 0.00 0.00 0.00 345.29
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
BOTTOM 0.00 112.08 167.62 112.08 0.00
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------
SUMMARY OF PROVIDED REINF. AREA
----------------------------------------------------------------------------
SECTION 0.0 mm 857.2 mm 1714.5 mm 2571.8 mm 3429.0 mm
----------------------------------------------------------------------------
TOP 4-10í 2-10í 2-10í 2-10í 5-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
BOTTOM 2-12í 2-12í 2-12í 2-12í 2-12í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM START SUPPORT
VY = 28.16 MX = 0.36 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM END SUPPORT
VY = -34.44 MX = -0.32 LD= 2
Provide 2 Legged 8í @ 90 mm c/c
============================================================================
============================================================================
B E A M N O. 17 D E S I G N R E S U L T S
M25 Fe415 (Main) Fe415 (Sec.)
LENGTH: 3429.0 mm SIZE: 249.9 mm X 249.9 mm COVER: 25.0 mm
SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION 0.0 mm 857.2 mm 1714.5 mm 2571.8 mm 3429.0 mm
----------------------------------------------------------------------------
TOP 529.48 0.00 0.00 0.00 528.03
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
BOTTOM 0.00 112.59 264.48 112.59 0.00
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------
Page 16 of 83
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43. Wednesday, April 04, 2018, 03:59 PM
STAAD SPACE -- PAGE NO. 17
SUMMARY OF PROVIDED REINF. AREA
----------------------------------------------------------------------------
SECTION 0.0 mm 857.2 mm 1714.5 mm 2571.8 mm 3429.0 mm
----------------------------------------------------------------------------
TOP 7-10í 2-10í 2-10í 2-10í 7-10í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)
BOTTOM 2-10í 2-10í 4-10í 2-10í 2-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM START SUPPORT
VY = 45.76 MX = 0.00 LD= 2
Provide 2 Legged 8í @ 90 mm c/c
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM END SUPPORT
VY = -43.60 MX = 0.00 LD= 2
Provide 2 Legged 8í @ 90 mm c/c
============================================================================
============================================================================
B E A M N O. 18 D E S I G N R E S U L T S
M25 Fe415 (Main) Fe415 (Sec.)
LENGTH: 3429.0 mm SIZE: 249.9 mm X 249.9 mm COVER: 25.0 mm
SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION 0.0 mm 857.2 mm 1714.5 mm 2571.8 mm 3429.0 mm
----------------------------------------------------------------------------
TOP 343.72 0.00 0.00 0.00 299.03
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
BOTTOM 0.00 112.08 167.51 112.08 0.00
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------
SUMMARY OF PROVIDED REINF. AREA
----------------------------------------------------------------------------
SECTION 0.0 mm 857.2 mm 1714.5 mm 2571.8 mm 3429.0 mm
----------------------------------------------------------------------------
TOP 5-10í 2-10í 2-10í 2-10í 4-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
BOTTOM 2-12í 2-12í 2-12í 2-12í 2-12í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------
Page 17 of 83
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44. Wednesday, April 04, 2018, 03:59 PM
STAAD SPACE -- PAGE NO. 18
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM START SUPPORT
VY = 31.42 MX = 0.31 LD= 2
Provide 2 Legged 8í @ 90 mm c/c
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM END SUPPORT
VY = -28.06 MX = -0.27 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
============================================================================
============================================================================
B E A M N O. 19 D E S I G N R E S U L T S
M25 Fe415 (Main) Fe415 (Sec.)
LENGTH: 3238.5 mm SIZE: 249.9 mm X 249.9 mm COVER: 25.0 mm
SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION 0.0 mm 809.6 mm 1619.2 mm 2428.9 mm 3238.5 mm
----------------------------------------------------------------------------
TOP 320.61 0.00 0.00 0.00 324.22
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
BOTTOM 0.00 112.08 192.63 112.08 0.00
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------
SUMMARY OF PROVIDED REINF. AREA
----------------------------------------------------------------------------
SECTION 0.0 mm 809.6 mm 1619.2 mm 2428.9 mm 3238.5 mm
----------------------------------------------------------------------------
TOP 3-12í 2-12í 2-12í 2-12í 3-12í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
BOTTOM 2-12í 2-12í 2-12í 2-12í 2-12í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM START SUPPORT
VY = 31.48 MX = 0.07 LD= 2
Provide 2 Legged 8í @ 90 mm c/c
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM END SUPPORT
VY = -31.38 MX = 0.07 LD= 2
Provide 2 Legged 8í @ 90 mm c/c
============================================================================
Page 18 of 83
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45. Wednesday, April 04, 2018, 03:59 PM
STAAD SPACE -- PAGE NO. 19
============================================================================
B E A M N O. 20 D E S I G N R E S U L T S
M25 Fe415 (Main) Fe415 (Sec.)
LENGTH: 3238.5 mm SIZE: 249.9 mm X 249.9 mm COVER: 25.0 mm
SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION 0.0 mm 809.6 mm 1619.2 mm 2428.9 mm 3238.5 mm
----------------------------------------------------------------------------
TOP 320.16 0.00 0.00 0.00 324.44
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
BOTTOM 0.00 112.08 192.51 112.08 0.00
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------
SUMMARY OF PROVIDED REINF. AREA
----------------------------------------------------------------------------
SECTION 0.0 mm 809.6 mm 1619.2 mm 2428.9 mm 3238.5 mm
----------------------------------------------------------------------------
TOP 3-12í 2-12í 2-12í 2-12í 3-12í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
BOTTOM 2-12í 2-12í 2-12í 2-12í 2-12í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM START SUPPORT
VY = 31.47 MX = -0.06 LD= 2
Provide 2 Legged 8í @ 90 mm c/c
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM END SUPPORT
VY = -31.39 MX = -0.06 LD= 2
Provide 2 Legged 8í @ 90 mm c/c
============================================================================
============================================================================
B E A M N O. 21 D E S I G N R E S U L T S
M25 Fe415 (Main) Fe415 (Sec.)
LENGTH: 1104.9 mm SIZE: 249.9 mm X 249.9 mm COVER: 25.0 mm
Page 19 of 83
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46. Wednesday, April 04, 2018, 03:59 PM
STAAD SPACE -- PAGE NO. 20
SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION 0.0 mm 276.2 mm 552.5 mm 828.7 mm 1104.9 mm
----------------------------------------------------------------------------
TOP 112.59 0.00 0.00 112.59 112.59
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
BOTTOM 0.00 112.59 112.59 112.59 0.00
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------
SUMMARY OF PROVIDED REINF. AREA
----------------------------------------------------------------------------
SECTION 0.0 mm 276.2 mm 552.5 mm 828.7 mm 1104.9 mm
----------------------------------------------------------------------------
TOP 2-10í 2-10í 2-10í 2-10í 2-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM START SUPPORT
VY = 0.80 MX = 0.38 LD= 2
Provide 2 Legged 8í @ 90 mm c/c
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM END SUPPORT
VY = -4.38 MX = -0.24 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
============================================================================
============================================================================
B E A M N O. 22 D E S I G N R E S U L T S
M25 Fe415 (Main) Fe415 (Sec.)
LENGTH: 1981.2 mm SIZE: 249.9 mm X 249.9 mm COVER: 25.0 mm
SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION 0.0 mm 495.3 mm 990.6 mm 1485.9 mm 1981.2 mm
----------------------------------------------------------------------------
TOP 112.59 0.00 0.00 0.00 112.59
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
BOTTOM 0.00 112.59 112.59 112.59 0.00
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------
Page 20 of 83
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STAAD SPACE -- PAGE NO. 21
SUMMARY OF PROVIDED REINF. AREA
----------------------------------------------------------------------------
SECTION 0.0 mm 495.3 mm 990.6 mm 1485.9 mm 1981.2 mm
----------------------------------------------------------------------------
TOP 2-10í 2-10í 2-10í 2-10í 2-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM START SUPPORT
VY = 12.24 MX = -0.01 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM END SUPPORT
VY = -12.49 MX = -0.01 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
============================================================================
============================================================================
B E A M N O. 23 D E S I G N R E S U L T S
M25 Fe415 (Main) Fe415 (Sec.)
LENGTH: 1104.9 mm SIZE: 249.9 mm X 249.9 mm COVER: 25.0 mm
SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION 0.0 mm 276.2 mm 552.5 mm 828.7 mm 1104.9 mm
----------------------------------------------------------------------------
TOP 112.59 112.59 0.00 0.00 112.59
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
BOTTOM 0.00 112.59 112.59 112.59 0.00
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------
SUMMARY OF PROVIDED REINF. AREA
----------------------------------------------------------------------------
SECTION 0.0 mm 276.2 mm 552.5 mm 828.7 mm 1104.9 mm
----------------------------------------------------------------------------
TOP 2-10í 2-10í 2-10í 2-10í 2-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------
Page 21 of 83
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STAAD SPACE -- PAGE NO. 22
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM START SUPPORT
VY = 4.40 MX = 0.26 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM END SUPPORT
VY = -1.52 MX = 0.26 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
============================================================================
============================================================================
B E A M N O. 24 D E S I G N R E S U L T S
M25 Fe415 (Main) Fe415 (Sec.)
LENGTH: 1676.4 mm SIZE: 249.9 mm X 249.9 mm COVER: 25.0 mm
SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION 0.0 mm 419.1 mm 838.2 mm 1257.3 mm 1676.4 mm
----------------------------------------------------------------------------
TOP 112.59 0.00 0.00 0.00 112.59
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
BOTTOM 0.00 112.59 112.59 112.59 0.00
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------
SUMMARY OF PROVIDED REINF. AREA
----------------------------------------------------------------------------
SECTION 0.0 mm 419.1 mm 838.2 mm 1257.3 mm 1676.4 mm
----------------------------------------------------------------------------
TOP 2-10í 2-10í 2-10í 2-10í 2-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM START SUPPORT
VY = 11.02 MX = -0.01 LD= 2
Provide 2 Legged 8í @ 90 mm c/c
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM END SUPPORT
VY = -11.60 MX = -0.01 LD= 2
Provide 2 Legged 8í @ 90 mm c/c
============================================================================
Page 22 of 83
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STAAD SPACE -- PAGE NO. 23
============================================================================
B E A M N O. 25 D E S I G N R E S U L T S
M25 Fe415 (Main) Fe415 (Sec.)
LENGTH: 1676.4 mm SIZE: 249.9 mm X 249.9 mm COVER: 25.0 mm
SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION 0.0 mm 419.1 mm 838.2 mm 1257.3 mm 1676.4 mm
----------------------------------------------------------------------------
TOP 112.59 0.00 0.00 0.00 112.59
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
BOTTOM 0.00 112.59 112.59 112.59 0.00
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------
SUMMARY OF PROVIDED REINF. AREA
----------------------------------------------------------------------------
SECTION 0.0 mm 419.1 mm 838.2 mm 1257.3 mm 1676.4 mm
----------------------------------------------------------------------------
TOP 2-10í 2-10í 2-10í 2-10í 2-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM START SUPPORT
VY = 10.76 MX = 0.00 LD= 2
Provide 2 Legged 8í @ 90 mm c/c
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM END SUPPORT
VY = -11.31 MX = 0.00 LD= 2
Provide 2 Legged 8í @ 90 mm c/c
============================================================================
============================================================================
B E A M N O. 26 D E S I G N R E S U L T S
M25 Fe415 (Main) Fe415 (Sec.)
LENGTH: 1981.2 mm SIZE: 249.9 mm X 249.9 mm COVER: 25.0 mm
Page 23 of 83
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STAAD SPACE -- PAGE NO. 24
SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION 0.0 mm 495.3 mm 990.6 mm 1485.9 mm 1981.2 mm
----------------------------------------------------------------------------
TOP 112.59 0.00 0.00 0.00 112.59
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
BOTTOM 0.00 112.59 112.59 112.59 0.00
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------
SUMMARY OF PROVIDED REINF. AREA
----------------------------------------------------------------------------
SECTION 0.0 mm 495.3 mm 990.6 mm 1485.9 mm 1981.2 mm
----------------------------------------------------------------------------
TOP 2-10í 2-10í 2-10í 2-10í 2-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM START SUPPORT
VY = 12.47 MX = 0.03 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM END SUPPORT
VY = -12.27 MX = 0.03 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
============================================================================
============================================================================
B E A M N O. 27 D E S I G N R E S U L T S
M25 Fe415 (Main) Fe415 (Sec.)
LENGTH: 1447.8 mm SIZE: 249.9 mm X 249.9 mm COVER: 25.0 mm
SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION 0.0 mm 361.9 mm 723.9 mm 1085.8 mm 1447.8 mm
----------------------------------------------------------------------------
TOP 112.59 0.00 0.00 0.00 112.59
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
BOTTOM 0.00 112.59 112.59 112.59 0.00
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------
Page 24 of 83
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STAAD SPACE -- PAGE NO. 25
SUMMARY OF PROVIDED REINF. AREA
----------------------------------------------------------------------------
SECTION 0.0 mm 361.9 mm 723.9 mm 1085.8 mm 1447.8 mm
----------------------------------------------------------------------------
TOP 2-10í 2-10í 2-10í 2-10í 2-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM START SUPPORT
VY = 6.86 MX = 0.05 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM END SUPPORT
VY = -6.43 MX = 0.05 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
============================================================================
============================================================================
B E A M N O. 28 D E S I G N R E S U L T S
M25 Fe415 (Main) Fe415 (Sec.)
LENGTH: 1447.8 mm SIZE: 249.9 mm X 249.9 mm COVER: 25.0 mm
SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION 0.0 mm 361.9 mm 723.9 mm 1085.8 mm 1447.8 mm
----------------------------------------------------------------------------
TOP 112.59 0.00 0.00 0.00 112.59
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
BOTTOM 0.00 112.59 112.59 112.59 0.00
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------
SUMMARY OF PROVIDED REINF. AREA
----------------------------------------------------------------------------
SECTION 0.0 mm 361.9 mm 723.9 mm 1085.8 mm 1447.8 mm
----------------------------------------------------------------------------
TOP 2-10í 2-10í 2-10í 2-10í 2-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------
Page 25 of 83
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52. Wednesday, April 04, 2018, 03:59 PM
STAAD SPACE -- PAGE NO. 26
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM START SUPPORT
VY = 6.10 MX = 0.00 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM END SUPPORT
VY = -7.18 MX = 0.00 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
============================================================================
============================================================================
B E A M N O. 29 D E S I G N R E S U L T S
M25 Fe415 (Main) Fe415 (Sec.)
LENGTH: 1676.4 mm SIZE: 249.9 mm X 249.9 mm COVER: 25.0 mm
SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION 0.0 mm 419.1 mm 838.2 mm 1257.3 mm 1676.4 mm
----------------------------------------------------------------------------
TOP 112.59 0.00 0.00 0.00 112.59
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
BOTTOM 0.00 112.59 112.59 112.59 0.00
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------
SUMMARY OF PROVIDED REINF. AREA
----------------------------------------------------------------------------
SECTION 0.0 mm 419.1 mm 838.2 mm 1257.3 mm 1676.4 mm
----------------------------------------------------------------------------
TOP 2-10í 2-10í 2-10í 2-10í 2-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM START SUPPORT
VY = 9.39 MX = 0.01 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM END SUPPORT
VY = -8.80 MX = 0.01 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
============================================================================
Page 26 of 83
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53. Wednesday, April 04, 2018, 03:59 PM
STAAD SPACE -- PAGE NO. 27
============================================================================
B E A M N O. 125 D E S I G N R E S U L T S
M25 Fe415 (Main) Fe415 (Sec.)
LENGTH: 2438.4 mm SIZE: 249.9 mm X 249.9 mm COVER: 25.0 mm
SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION 0.0 mm 609.6 mm 1219.2 mm 1828.8 mm 2438.4 mm
----------------------------------------------------------------------------
TOP 142.41 0.00 0.00 112.59 316.37
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
BOTTOM 0.00 112.59 116.49 112.59 0.00
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------
SUMMARY OF PROVIDED REINF. AREA
----------------------------------------------------------------------------
SECTION 0.0 mm 609.6 mm 1219.2 mm 1828.8 mm 2438.4 mm
----------------------------------------------------------------------------
TOP 2-12í 2-12í 2-12í 2-12í 3-12í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM START SUPPORT
VY = 18.37 MX = -1.84 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM END SUPPORT
VY = -28.06 MX = -1.84 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
============================================================================
============================================================================
B E A M N O. 126 D E S I G N R E S U L T S
M25 Fe415 (Main) Fe415 (Sec.)
LENGTH: 3429.0 mm SIZE: 249.9 mm X 249.9 mm COVER: 25.0 mm
Page 27 of 83
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54. Wednesday, April 04, 2018, 03:59 PM
STAAD SPACE -- PAGE NO. 28
SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION 0.0 mm 857.2 mm 1714.5 mm 2571.8 mm 3429.0 mm
----------------------------------------------------------------------------
TOP 938.75 0.00 0.00 0.00 981.64
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
BOTTOM 304.13 192.58 544.18 172.07 348.92
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------
SUMMARY OF PROVIDED REINF. AREA
----------------------------------------------------------------------------
SECTION 0.0 mm 857.2 mm 1714.5 mm 2571.8 mm 3429.0 mm
----------------------------------------------------------------------------
TOP 2-25í 2-25í 2-25í 2-25í 2-25í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
BOTTOM 4-10í 3-10í 7-10í 3-10í 5-10í
REINF. 1 layer(s) 1 layer(s) 2 layer(s) 1 layer(s) 1 layer(s)
SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM START SUPPORT
VY = 77.90 MX = 3.58 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM END SUPPORT
VY = -79.58 MX = 3.58 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
============================================================================
============================================================================
B E A M N O. 127 D E S I G N R E S U L T S
M25 Fe415 (Main) Fe415 (Sec.)
LENGTH: 3429.0 mm SIZE: 249.9 mm X 249.9 mm COVER: 25.0 mm
SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION 0.0 mm 857.2 mm 1714.5 mm 2571.8 mm 3429.0 mm
----------------------------------------------------------------------------
TOP 500.36 112.59 0.00 112.59 498.99
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
BOTTOM 0.00 112.08 189.38 112.08 0.00
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------
Page 28 of 83
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55. Wednesday, April 04, 2018, 03:59 PM
STAAD SPACE -- PAGE NO. 29
SUMMARY OF PROVIDED REINF. AREA
----------------------------------------------------------------------------
SECTION 0.0 mm 857.2 mm 1714.5 mm 2571.8 mm 3429.0 mm
----------------------------------------------------------------------------
TOP 7-10í 2-10í 2-10í 2-10í 7-10í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)
BOTTOM 2-12í 2-12í 2-12í 2-12í 2-12í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM START SUPPORT
VY = 41.71 MX = 0.05 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM END SUPPORT
VY = -42.03 MX = 0.05 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
============================================================================
============================================================================
B E A M N O. 128 D E S I G N R E S U L T S
M25 Fe415 (Main) Fe415 (Sec.)
LENGTH: 3429.0 mm SIZE: 249.9 mm X 249.9 mm COVER: 25.0 mm
SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION 0.0 mm 857.2 mm 1714.5 mm 2571.8 mm 3429.0 mm
----------------------------------------------------------------------------
TOP 984.75 0.00 0.00 0.00 873.95
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
BOTTOM 352.16 153.25 540.39 206.12 236.45
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------
SUMMARY OF PROVIDED REINF. AREA
----------------------------------------------------------------------------
SECTION 0.0 mm 857.2 mm 1714.5 mm 2571.8 mm 3429.0 mm
----------------------------------------------------------------------------
TOP 5-16í 2-16í 2-16í 2-16í 5-16í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
BOTTOM 5-10í 2-10í 7-10í 3-10í 4-10í
REINF. 1 layer(s) 1 layer(s) 2 layer(s) 1 layer(s) 1 layer(s)
SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------
Page 29 of 83
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56. Wednesday, April 04, 2018, 03:59 PM
STAAD SPACE -- PAGE NO. 30
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM START SUPPORT
VY = 80.91 MX = -2.62 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM END SUPPORT
VY = -76.57 MX = -2.62 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
============================================================================
============================================================================
B E A M N O. 129 D E S I G N R E S U L T S
M25 Fe415 (Main) Fe415 (Sec.)
LENGTH: 3848.1 mm SIZE: 249.9 mm X 249.9 mm COVER: 25.0 mm
SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION 0.0 mm 962.0 mm 1924.0 mm 2886.1 mm 3848.1 mm
----------------------------------------------------------------------------
TOP 1585.88 0.00 467.27 0.00 1798.28
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
BOTTOM 1054.48 245.61 1063.90 196.58 1320.26
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------
SUMMARY OF PROVIDED REINF. AREA
----------------------------------------------------------------------------
SECTION 0.0 mm 962.0 mm 1924.0 mm 2886.1 mm 3848.1 mm
----------------------------------------------------------------------------
TOP 8-16í 2-16í 3-16í 2-16í 9-16í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)
BOTTOM 6-16í 2-16í 6-16í 2-16í 7-16í
REINF. 2 layer(s) 1 layer(s) 2 layer(s) 1 layer(s) 2 layer(s)
SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM START SUPPORT
VY = 120.98 MX = 0.20 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM END SUPPORT
VY = -127.43 MX = 0.20 LD= 1
Provide 2 Legged 8í @ 80 mm c/c
============================================================================
Page 30 of 83
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STAAD SPACE -- PAGE NO. 31
============================================================================
B E A M N O. 130 D E S I G N R E S U L T S
M25 Fe415 (Main) Fe415 (Sec.)
LENGTH: 3238.5 mm SIZE: 249.9 mm X 249.9 mm COVER: 25.0 mm
SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION 0.0 mm 809.6 mm 1619.2 mm 2428.9 mm 3238.5 mm
----------------------------------------------------------------------------
TOP 747.85 112.59 0.00 0.00 421.71
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
BOTTOM 126.58 0.00 260.28 112.59 0.00
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------
SUMMARY OF PROVIDED REINF. AREA
----------------------------------------------------------------------------
SECTION 0.0 mm 809.6 mm 1619.2 mm 2428.9 mm 3238.5 mm
----------------------------------------------------------------------------
TOP 10-10í 2-10í 2-10í 2-10í 6-10í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
BOTTOM 2-10í 2-10í 4-10í 2-10í 2-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM START SUPPORT
VY = 54.70 MX = 0.24 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM END SUPPORT
VY = -44.19 MX = 0.24 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
============================================================================
============================================================================
B E A M N O. 131 D E S I G N R E S U L T S
M25 Fe415 (Main) Fe415 (Sec.)
LENGTH: 3429.0 mm SIZE: 249.9 mm X 249.9 mm COVER: 25.0 mm
Page 31 of 83
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STAAD SPACE -- PAGE NO. 32
SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION 0.0 mm 857.2 mm 1714.5 mm 2571.8 mm 3429.0 mm
----------------------------------------------------------------------------
TOP 594.26 0.00 0.00 0.00 728.17
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
BOTTOM 0.00 112.67 351.80 112.59 106.02
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------
SUMMARY OF PROVIDED REINF. AREA
----------------------------------------------------------------------------
SECTION 0.0 mm 857.2 mm 1714.5 mm 2571.8 mm 3429.0 mm
----------------------------------------------------------------------------
TOP 8-10í 2-10í 2-10í 2-10í 10-10í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)
BOTTOM 2-10í 2-10í 5-10í 2-10í 2-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM START SUPPORT
VY = 52.76 MX = -0.61 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM END SUPPORT
VY = -56.81 MX = -0.61 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
============================================================================
============================================================================
B E A M N O. 132 D E S I G N R E S U L T S
M25 Fe415 (Main) Fe415 (Sec.)
LENGTH: 3429.0 mm SIZE: 249.9 mm X 249.9 mm COVER: 25.0 mm
SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION 0.0 mm 857.2 mm 1714.5 mm 2571.8 mm 3429.0 mm
----------------------------------------------------------------------------
TOP 657.09 0.00 0.00 0.00 660.28
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
BOTTOM 3.73 112.08 320.21 112.08 7.07
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------
Page 32 of 83
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STAAD SPACE -- PAGE NO. 33
SUMMARY OF PROVIDED REINF. AREA
----------------------------------------------------------------------------
SECTION 0.0 mm 857.2 mm 1714.5 mm 2571.8 mm 3429.0 mm
----------------------------------------------------------------------------
TOP 6-12í 2-12í 2-12í 2-12í 6-12í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
BOTTOM 2-12í 2-12í 3-12í 2-12í 2-12í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM START SUPPORT
VY = 54.83 MX = 0.03 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM END SUPPORT
VY = -54.74 MX = 0.03 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
============================================================================
============================================================================
B E A M N O. 133 D E S I G N R E S U L T S
M25 Fe415 (Main) Fe415 (Sec.)
LENGTH: 3429.0 mm SIZE: 249.9 mm X 249.9 mm COVER: 25.0 mm
SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION 0.0 mm 857.2 mm 1714.5 mm 2571.8 mm 3429.0 mm
----------------------------------------------------------------------------
TOP 699.73 0.00 0.00 0.00 648.03
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
BOTTOM 71.08 112.59 335.96 112.59 17.18
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------
SUMMARY OF PROVIDED REINF. AREA
----------------------------------------------------------------------------
SECTION 0.0 mm 857.2 mm 1714.5 mm 2571.8 mm 3429.0 mm
----------------------------------------------------------------------------
TOP 9-10í 2-10í 2-10í 2-10í 9-10í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)
BOTTOM 2-12í 2-12í 3-12í 2-12í 2-12í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------
Page 33 of 83
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STAAD SPACE -- PAGE NO. 34
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM START SUPPORT
VY = 55.89 MX = 0.37 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM END SUPPORT
VY = -53.68 MX = 0.37 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
============================================================================
============================================================================
B E A M N O. 134 D E S I G N R E S U L T S
M25 Fe415 (Main) Fe415 (Sec.)
LENGTH: 2438.4 mm SIZE: 249.9 mm X 249.9 mm COVER: 25.0 mm
SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION 0.0 mm 609.6 mm 1219.2 mm 1828.8 mm 2438.4 mm
----------------------------------------------------------------------------
TOP 325.27 112.59 0.00 0.00 208.08
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
BOTTOM 0.00 112.59 139.82 112.59 0.00
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------
SUMMARY OF PROVIDED REINF. AREA
----------------------------------------------------------------------------
SECTION 0.0 mm 609.6 mm 1219.2 mm 1828.8 mm 2438.4 mm
----------------------------------------------------------------------------
TOP 3-12í 2-12í 2-12í 2-12í 2-12í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
BOTTOM 2-10í 2-10í 2-10í 2-10í 2-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM START SUPPORT
VY = 32.96 MX = 0.87 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM END SUPPORT
VY = -27.04 MX = 0.87 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
============================================================================
Page 34 of 83
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STAAD SPACE -- PAGE NO. 35
============================================================================
B E A M N O. 135 D E S I G N R E S U L T S
M25 Fe415 (Main) Fe415 (Sec.)
LENGTH: 2907.8 mm SIZE: 249.9 mm X 249.9 mm COVER: 25.0 mm
SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION 0.0 mm 726.9 mm 1453.9 mm 2180.8 mm 2907.8 mm
----------------------------------------------------------------------------
TOP 358.90 0.00 0.00 0.00 541.04
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
BOTTOM 0.00 112.08 205.24 112.08 0.00
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------
SUMMARY OF PROVIDED REINF. AREA
----------------------------------------------------------------------------
SECTION 0.0 mm 726.9 mm 1453.9 mm 2180.8 mm 2907.8 mm
----------------------------------------------------------------------------
TOP 5-10í 2-10í 2-10í 2-10í 7-10í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)
BOTTOM 2-12í 2-12í 2-12í 2-12í 2-12í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM START SUPPORT
VY = 39.52 MX = 0.17 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM END SUPPORT
VY = -48.59 MX = 0.17 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
============================================================================
============================================================================
B E A M N O. 136 D E S I G N R E S U L T S
M25 Fe415 (Main) Fe415 (Sec.)
LENGTH: 3429.0 mm SIZE: 249.9 mm X 249.9 mm COVER: 25.0 mm
Page 35 of 83
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STAAD SPACE -- PAGE NO. 36
SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION 0.0 mm 857.2 mm 1714.5 mm 2571.8 mm 3429.0 mm
----------------------------------------------------------------------------
TOP 1205.36 112.08 0.00 0.00 0.00
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
BOTTOM 600.56 112.08 559.65 613.29 191.91
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------
SUMMARY OF PROVIDED REINF. AREA
----------------------------------------------------------------------------
SECTION 0.0 mm 857.2 mm 1714.5 mm 2571.8 mm 3429.0 mm
----------------------------------------------------------------------------
TOP 6-16í 2-16í 2-16í 2-16í 2-16í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
BOTTOM 6-12í 2-12í 5-12í 6-12í 2-12í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM START SUPPORT
VY = 81.56 MX = -3.14 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
============================================================================
============================================================================
B E A M N O. 137 D E S I G N R E S U L T S
M25 Fe415 (Main) Fe415 (Sec.)
LENGTH: 749.8 mm SIZE: 249.9 mm X 249.9 mm COVER: 25.0 mm
Section fails while designing section: 0.0 mm
Nominal shear force exceeds tauc_max limit
============================================================================
Page 36 of 83
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STAAD SPACE -- PAGE NO. 38
============================================================================
B E A M N O. 139 D E S I G N R E S U L T S
M25 Fe415 (Main) Fe415 (Sec.)
LENGTH: 3238.5 mm SIZE: 249.9 mm X 249.9 mm COVER: 25.0 mm
SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION 0.0 mm 809.6 mm 1619.2 mm 2428.9 mm 3238.5 mm
----------------------------------------------------------------------------
TOP 1089.34 0.00 0.00 0.00 724.59
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
BOTTOM 490.71 112.08 432.99 136.25 86.32
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------
SUMMARY OF PROVIDED REINF. AREA
----------------------------------------------------------------------------
SECTION 0.0 mm 809.6 mm 1619.2 mm 2428.9 mm 3238.5 mm
----------------------------------------------------------------------------
TOP 10-12í 2-12í 2-12í 2-12í 7-12í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)
BOTTOM 7-10í 2-10í 6-10í 2-10í 2-10í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM START SUPPORT
VY = 83.38 MX = -0.66 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM END SUPPORT
VY = -65.95 MX = -0.66 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
============================================================================
============================================================================
B E A M N O. 140 D E S I G N R E S U L T S
M25 Fe415 (Main) Fe415 (Sec.)
LENGTH: 3429.0 mm SIZE: 249.9 mm X 249.9 mm COVER: 25.0 mm
Page 38 of 83
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STAAD SPACE -- PAGE NO. 39
SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION 0.0 mm 857.2 mm 1714.5 mm 2571.8 mm 3429.0 mm
----------------------------------------------------------------------------
TOP 752.23 0.00 0.00 0.00 1040.48
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
BOTTOM 114.87 164.72 500.07 112.59 438.14
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------
SUMMARY OF PROVIDED REINF. AREA
----------------------------------------------------------------------------
SECTION 0.0 mm 857.2 mm 1714.5 mm 2571.8 mm 3429.0 mm
----------------------------------------------------------------------------
TOP 7-12í 2-12í 2-12í 2-12í 10-12í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)
BOTTOM 2-10í 3-10í 7-10í 2-10í 6-10í
REINF. 1 layer(s) 1 layer(s) 2 layer(s) 1 layer(s) 1 layer(s)
SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM START SUPPORT
VY = 63.59 MX = -2.72 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM END SUPPORT
VY = -82.43 MX = -2.72 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
============================================================================
============================================================================
B E A M N O. 141 D E S I G N R E S U L T S
M25 Fe415 (Main) Fe415 (Sec.)
LENGTH: 3429.0 mm SIZE: 249.9 mm X 249.9 mm COVER: 25.0 mm
SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION 0.0 mm 857.2 mm 1714.5 mm 2571.8 mm 3429.0 mm
----------------------------------------------------------------------------
TOP 1151.00 0.00 0.00 0.00 1143.35
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
BOTTOM 543.66 120.93 629.27 124.34 535.65
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------
Page 39 of 83
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66. Wednesday, April 04, 2018, 03:59 PM
STAAD SPACE -- PAGE NO. 40
SUMMARY OF PROVIDED REINF. AREA
----------------------------------------------------------------------------
SECTION 0.0 mm 857.2 mm 1714.5 mm 2571.8 mm 3429.0 mm
----------------------------------------------------------------------------
TOP 6-16í 2-16í 2-16í 2-16í 6-16í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)
BOTTOM 5-12í 2-12í 6-12í 2-12í 5-12í
REINF. 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 1 layer(s)
SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------
SHEAR DESIGN RESULTS AT DISTANCE d (EFFECTIVE DEPTH) FROM FACE OF THE SUPPORT
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM START SUPPORT
VY = 96.69 MX = 0.03 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
SHEAR DESIGN RESULTS AT 414.6 mm AWAY FROM END SUPPORT
VY = -93.21 MX = 0.03 LD= 1
Provide 2 Legged 8í @ 90 mm c/c
============================================================================
============================================================================
B E A M N O. 142 D E S I G N R E S U L T S
M25 Fe415 (Main) Fe415 (Sec.)
LENGTH: 3429.0 mm SIZE: 249.9 mm X 249.9 mm COVER: 25.0 mm
SUMMARY OF REINF. AREA (Sq.mm)
----------------------------------------------------------------------------
SECTION 0.0 mm 857.2 mm 1714.5 mm 2571.8 mm 3429.0 mm
----------------------------------------------------------------------------
TOP 1044.12 0.00 0.00 0.00 742.67
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
BOTTOM 441.94 112.59 500.56 168.15 104.90
REINF. (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm) (Sq. mm)
----------------------------------------------------------------------------
SUMMARY OF PROVIDED REINF. AREA
----------------------------------------------------------------------------
SECTION 0.0 mm 857.2 mm 1714.5 mm 2571.8 mm 3429.0 mm
----------------------------------------------------------------------------
TOP 10-12í 2-12í 2-12í 2-12í 7-12í
REINF. 2 layer(s) 1 layer(s) 1 layer(s) 1 layer(s) 2 layer(s)
BOTTOM 6-10í 2-10í 7-10í 3-10í 2-10í
REINF. 1 layer(s) 1 layer(s) 2 layer(s) 1 layer(s) 1 layer(s)
SHEAR 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í 2 legged 8í
REINF. @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c @ 90 mm c/c
----------------------------------------------------------------------------
Page 40 of 83
C:UsersMohammedAbdulJunaidDesktopSaud Bhai ProjectStaadSaud bhai GF.anl