This document summarizes the planning, analysis, and design of a three-story college building with a reinforced concrete frame structure. It includes sections on the methodology, structural aspects, planning details, analysis of the frame using STADD PRO software, and design of elements like slabs, beams, columns, and footings using limit state design methods according to Indian codes. The analysis considered dead and live loads to design the reinforced concrete elements of the building to meet safety requirements.
Analysis and design of multystory buildingAwat Hasan Ra
a presentation about analysis and design of a multy-story building as hotel using hand calculating and programas of STAAD-pro and STA4-cad, it was done by microsoft office 2013.
Analysis and design of multystory buildingAwat Hasan Ra
a presentation about analysis and design of a multy-story building as hotel using hand calculating and programas of STAAD-pro and STA4-cad, it was done by microsoft office 2013.
Non Destructive Investigation of ESR for Structural Health AssessmentIJLT EMAS
Basic concept of structural health assessment of the structure or structural evaluation is mainly based on visual examination and NDT. The purpose of visual examination is to know the status of structures under applied load and other environmental. Structural health assessments can be made with NDT methods to provide important information for the structural performance of the concrete, rebar location etc. There are different NDT Techniques for assessment of concrete quality e.g. Rebound Hammer, Ultra Sonic Pulse Velocity, Impact-echo etc. Sonic-Integrity Test (SIT) & Pile Integrity Tester is based on principle of Impact-Echo. Rebound hammer can be used to find hardness of the concrete structure surface, and its strength is related using inbuilt calibration curve in the instrument. Ultra-sonic Pulse Velocity Equipment can be used to observe wave transmission through Concrete structure. The Present paper includes the study of correlation of experimental studies with laboratory results. The objective of overall investigation is to assess the existing quality, integrity and compressive strength of concrete in the raft, beam, column and superstructure element. This can be utilized for overall structural safety appraisal of the structure. Besides, in case of any inadequacy in the concrete quality being revealed, suitable remedial measures can also be suggested.
Non Destructive Investigation of ESR for Structural Health AssessmentIJLT EMAS
Basic concept of structural health assessment of the structure or structural evaluation is mainly based on visual examination and NDT. The purpose of visual examination is to know the status of structures under applied load and other environmental. Structural health assessments can be made with NDT methods to provide important information for the structural performance of the concrete, rebar location etc. There are different NDT Techniques for assessment of concrete quality e.g. Rebound Hammer, Ultra Sonic Pulse Velocity, Impact-echo etc. Sonic-Integrity Test (SIT) & Pile Integrity Tester is based on principle of Impact-Echo. Rebound hammer can be used to find hardness of the concrete structure surface, and its strength is related using inbuilt calibration curve in the instrument. Ultra-sonic Pulse Velocity Equipment can be used to observe wave transmission through Concrete structure. The Present paper includes the study of correlation of experimental studies with laboratory results. The objective of overall investigation is to assess the existing quality, integrity and compressive strength of concrete in the raft, beam, column and superstructure element. This can be utilized for overall structural safety appraisal of the structure. Besides, in case of any inadequacy in the concrete quality being revealed, suitable remedial measures can also be suggested.
Welcome to WIPAC Monthly the magazine brought to you by the LinkedIn Group Water Industry Process Automation & Control.
In this month's edition, along with this month's industry news to celebrate the 13 years since the group was created we have articles including
A case study of the used of Advanced Process Control at the Wastewater Treatment works at Lleida in Spain
A look back on an article on smart wastewater networks in order to see how the industry has measured up in the interim around the adoption of Digital Transformation in the Water Industry.
Hierarchical Digital Twin of a Naval Power SystemKerry Sado
A hierarchical digital twin of a Naval DC power system has been developed and experimentally verified. Similar to other state-of-the-art digital twins, this technology creates a digital replica of the physical system executed in real-time or faster, which can modify hardware controls. However, its advantage stems from distributing computational efforts by utilizing a hierarchical structure composed of lower-level digital twin blocks and a higher-level system digital twin. Each digital twin block is associated with a physical subsystem of the hardware and communicates with a singular system digital twin, which creates a system-level response. By extracting information from each level of the hierarchy, power system controls of the hardware were reconfigured autonomously. This hierarchical digital twin development offers several advantages over other digital twins, particularly in the field of naval power systems. The hierarchical structure allows for greater computational efficiency and scalability while the ability to autonomously reconfigure hardware controls offers increased flexibility and responsiveness. The hierarchical decomposition and models utilized were well aligned with the physical twin, as indicated by the maximum deviations between the developed digital twin hierarchy and the hardware.
Sachpazis:Terzaghi Bearing Capacity Estimation in simple terms with Calculati...Dr.Costas Sachpazis
Terzaghi's soil bearing capacity theory, developed by Karl Terzaghi, is a fundamental principle in geotechnical engineering used to determine the bearing capacity of shallow foundations. This theory provides a method to calculate the ultimate bearing capacity of soil, which is the maximum load per unit area that the soil can support without undergoing shear failure. The Calculation HTML Code included.
Immunizing Image Classifiers Against Localized Adversary Attacksgerogepatton
This paper addresses the vulnerability of deep learning models, particularly convolutional neural networks
(CNN)s, to adversarial attacks and presents a proactive training technique designed to counter them. We
introduce a novel volumization algorithm, which transforms 2D images into 3D volumetric representations.
When combined with 3D convolution and deep curriculum learning optimization (CLO), itsignificantly improves
the immunity of models against localized universal attacks by up to 40%. We evaluate our proposed approach
using contemporary CNN architectures and the modified Canadian Institute for Advanced Research (CIFAR-10
and CIFAR-100) and ImageNet Large Scale Visual Recognition Challenge (ILSVRC12) datasets, showcasing
accuracy improvements over previous techniques. The results indicate that the combination of the volumetric
input and curriculum learning holds significant promise for mitigating adversarial attacks without necessitating
adversary training.
Cosmetic shop management system project report.pdfKamal Acharya
Buying new cosmetic products is difficult. It can even be scary for those who have sensitive skin and are prone to skin trouble. The information needed to alleviate this problem is on the back of each product, but it's thought to interpret those ingredient lists unless you have a background in chemistry.
Instead of buying and hoping for the best, we can use data science to help us predict which products may be good fits for us. It includes various function programs to do the above mentioned tasks.
Data file handling has been effectively used in the program.
The automated cosmetic shop management system should deal with the automation of general workflow and administration process of the shop. The main processes of the system focus on customer's request where the system is able to search the most appropriate products and deliver it to the customers. It should help the employees to quickly identify the list of cosmetic product that have reached the minimum quantity and also keep a track of expired date for each cosmetic product. It should help the employees to find the rack number in which the product is placed.It is also Faster and more efficient way.
2. ABSTRACT
This project deals with Planning, analysis and
design of a three storied college building with
Reinforced Concrete framed structure.
The rooms and other amenities are provided based
on the guidelines given by National Building Code
2005.
The analysis of Multi-storied frame is done by
using STADD PRO Vi8 software.
The design of slabs, beams, columns and footings
are carried out by Limit State Method as per code
recommendations of IS 456 - 2000, SP 16-1978 and IS
875 (part I, II, III and IV).
3. METHODOLOGY
DATA COLLECTION FOR PLANNING
SKETCH OF THE STRUCTURE BY USING
AUTOCAD
ANALYSIS OF THE STRUCTUTE BY USING
STADD PRO
DESIGN OF THE ELEMENTS
4. INTRODUCTION
This project deals with the Planning, Analysis and Design of College
Building.
The proposed site of college building is located at Poosaripatti.
In this project a Three storey building (G+3) .
The rooms and other amenities are provided based on the guidelines given
by National Building code 2005.
The Analysis of Multi-storied frame is done by STAAD PRO Vi8.
The design of slabs, beams, columns and footings are done by Limit
State Method.(As Per IS-456 2000 ,SP 16-1978 and IS 875)
5. STRUCTURAL ASPECTS
Venue : poosaripatti
Type of structure : College Building
No. of storey : G+3
Area of ground floor : 67,840 sq.ft
Area of first floor : 67,840 sq.ft
Area of second and thread floor : 67,840 sq.ft
Floor height : 3m
Main wall thickness : 230 mm
Partition wall thickness : 115 mm
Material grade : M20, Fe 415
18. DESIGN OF SLAB
S.NO DESCRIBTION DETAILS
1 Size 10m x 3m
2 Type One Way slab
3
Reinforcement
Main
Reinforcement
10mm dia @
280mm c/c
Distribution
Reinforcement
10mm dia @
300mm c/c
19.
20. DESIGN OF T- BEAM
S.NO DESCRIBTION DETAILS
1 Type T- Beam
2 Reinforcement
Compression
Reinforcement
2 bars of 12mm
dia
Tensile
Reinforcement
3 bars of 25mm
dia
Stirrups
8mm dia 2
legged
@300mm
throughout the
length of the
beam
21.
22. DESIGN OF L-BEAM
S.NO DESCRIBTION DETAILS
1 Size 300mm x 450mm
2 Type L-Beam
3
Reinforcement
Tensile
Reinforcement
3 bars of
22mm dia bars
Compression
Reinforcement
2 bars of
20mm dia bars
Shear
Reinforcement
10mm bars@
2 Legged-
Stirrups
@300mm C/C
23.
24. DESIGN OF COLUMN
S.NO DESCRIBTION DETAILS
1 Size 300mm x 300mm
2 Height 3.0m c/c
3 Type Uniaxial Loaded Column
4 Reinforcement
Longitudinal
Reinforcement
4 Nos of 20mm
dia bars
Lateral
Reinforcement
6mm dia bars
@ 280mm c/c.
27. DESIGN OF COLUMN
S.NO DESCRIBTION DETAILS
1 Type
Square Footing
2 Depth
500mm
3 Size 2 m x5m
4 Reinforcement
17 Nos. of 12mm dia
bars on both ways
28.
29. CONSLUSION
A Three stored R.C.C framed structure is designed as a
college building.
Analysis of the frame is carried out by STADD PRO
software.
The design adopted is limit state method M20 grade of
concrete and Fe415 grade of steel are used.
All structural elements are designed as under reinforced
section.
The design of slabs, beams, column and footing were done.
30. REFERENCES
IS 456 – 2000 (Indian Standard Plain and Reinforced Concrete) Code of Practice
(Fourth Edition)
IS 875
N.Krishna Raju, “Advance reinforced concrete designing’’, Tata Mc-
Graw Hill Publication, New Delhi
N.Krishna Raju, & R.N Pranesh “Reinforced concrete designing (ISO
456-2000)’’; Lakshmi Publications, New Delhi.
Dr.B.C.Punmia, “Soil Mechanics and Foundations”, S.Chand & Co., New Delhi.
SP: 16 – 1980 (Design Aids for Reinforced Concrete to IS 456)
P.C .Varghese, “Limit State Design of reinforce Concrete,” prentice hall of India
Limited, New Delhi.
V.N.Vazirani, & M.M.Ratwani “Analysis of Structures”, Khanka
Publication, New Delhi.
