Staad pro
214216454
EFFECT OF EARTHQUAKE ON HIGH RISE BUILDING IN DIFFERENT POSITION OF SHEAR WALL USING STAAD PRO
The present study reports the effect of earthquake on high rise building in different position of shear wall using STAAD Pro. V8i SS5 to work out effective, economical, and ideal location of shear walls. G+7 high rise building in zone IV for Delhi is considered for the present study. Analysis of the building is conferred with some preliminary investigations, analyzed by varied position of shear wall by considering five models as without shear wall building, shear wall along periphery, shear wall at corner, shear wall in middle and shear wall at corner in different position. Maximum shear wall moments and maximum deflections are calculated and analyzed for all considered cases. M30 grade of concrete is used with Fe415 steel is used for the present study. The design and analysis are complete using the software package STAAD Pro. Keywords Shear Walls, STAAD Pro. V8i SS5, Lateral forces, Base shear.
Amitesh Paul G D Dhawale Vaibhav Kalmegh
203125125
Modeling and Design of High Rise Statue of Lard Shree Ram using Staad Pro Software
Nitesh Kushwaha Manawer Ali M S J Hashmi
209066633
Structural Analysis of Diagrid and Regular Building Structure by Using Staad Pro
International Journal for Research in Applied Science and Engineering Technology
Deep Kumar Khatri
209102634
Analysis and Design of Multi Storied Building using STAAD PRO and Manually for Two Seismic Zones
in this paper concerned on seismic analysis of G+9 multistoried building which is subjected to dead load, Live load and seismic load as per is codes. Structural analysis is a branch in which involves the determination the behavior of the structure. When the different types of loads like live load, wind load dead load ,seismic loads, earthquake loads etc. are acting on the structure then the structure should be bear all the loads safely. This is possible only in case of when we design the structural components like beam, column, footing, slab etc. safely and with more accuracy. Staad pro is a software which is uses for all the measure analyze engine that is static, dynamic, linear and non linear etc. and specially this software are used to analyze and design the buildings. This project "analysis and design of multistoried building using staad pro and manually calculation for tow seismic zones" Is an attempt to analyze and design of building using staad pro G+9 building is considered for study.analyse and design is done as per IS456:2000 code. Also design the structural elements manually. Indexed Terms STAAD PRO, Building Analysis, Design, Seismic Zones, manual design.
International Journal for Research in Applied Science and Engineering Technology
Dr S G Makarande
203153809
Analysis of G+12 Building Subjected to Lateral Loads on STAAD PRO AUTO CAD
International Journal for Research in Applied Science and Engineering Technology
Mridul Jain
133690996
Seismic Analysis of Rcc Building with Shear Wall at Different Locations Using Staad Pro
Shear wall systems are one of the most commonly used lateral load resisting systems in buildings. Shear walls are one of the most efficient lateral force resisting elements in buildings. In the seismic design of buildings, reinforced concrete structural walls, or shear walls, act as major earthquake resisting members. Shear walls have very high in plane stiffness and strength, which can be used to simultaneously resist large horizontal loads and support gravity loads, making them quite advantageous in many structural engineering applications. They are mainly flexural members and usually provided in buildings to avoid the total collapse of the buildings under seismic forces. The properties of these seismic shear walls dominate the response of the buildings, and therefore, it is important to evaluate the seismic response of the walls appropriately. In this study a 8 storey building is taken under consideration. Four different Model of RCC building are used, one with no shear wall and other two models with different position of shear wall. Results will be obtained from analysis and plotted to compare and to have knowledge of behavior of RCC framed structures with shear walls is subjected to earthquake load in zone V. The parameters like storey drift, lateral displacement, and base shear will be studied and suitable location of shear wall will be determined among these models. This study also incorporates how the shear force, bending moment for beam and axial Force for column vary with change in the position of RC shear wall. The whole analysis is done on STAAD. Pro V8i software.
Perumalla V R Narendra K Sowjanya
204169879
Design and Analysis of High Rise Building using STAAD Pro
International Journal of Civil Engineering
Dinesh Kumar
210798007
Analysis of Cantilever Retaining Wall by STAAD PRO
International Journal for Research in Applied Science and Engineering Technology
Waqas S Rais
195999384
An Analysis on 3 D Analysis of Building Frame Using STAAD PRO
This In 21st century due to huge population the no of areas in units are decreasing day by day. Few years back the populations were not so vast so they used to stay in Horizontal system(due to large area available per person).But now a day's people preferring Vertical System(high rise building due to shortage of area).In high rise buildings we should concern about all the forces that act on a building ,its own weight as well as the soil bearing capacity .For external forces that act on the building the beam, column and reinforcement should be good enough to counteract these forces successfully. And the soil should be good enough to pass the load successfully to the foundation. For loose soil we preferred deep foundation (pile).If we will do so much calculation for a high rise building manually then it will take more time as well as human errors can be occurred. So the use of STAAD PRO will make it easy.
Honey Gaur Abhishek Kumar Singh
188476430
ANALYSIS AND DESIGN OF G 4 BUILDING USING STAAD Pro.
The principle objective of this research is to analyse and design a multi storeyed building [G 4 (3 dimensional frame) using STAAD Pro. The design involves load calculations and analyzing the whole structure by STAAD Pro. The design methods used in STAAD Pro analysis are Limit State Design conforming to Indian Standard Code of Practice. STAAD.Pro features a state of the art user interface, visualization tools, powerful analysis and design engines with advanced finite element and dynamic analysis capabilities. Initially we started with the analysis of simple 2 dimensional frames and manually checked the accuracy of the software with our results. The results proved to be very accurate. We analysed and designed a G 3 storey building [2 D Frame] initially for all possible load combinations [dead, live, wind loads and seismic loads] We considered a building at PENAMALURU SITE, in which the structure was designed for stlit+5 floors. The total site area was 1500 sq.yds. Setbacks are provided to the structure. Set back of 5m on north, 7m on east, 3m on south, 4m on west were provided. Each floor consists of 5 flats. The structure was subjected to self weight, dead load, live load, and wind load under the load case details of STAAD.Pro. The wind load values were generated by STAAD.Pro considering the given wind intensities at different heights and strictly abiding by the specifications of IS 875. The materials were specified and cross sections of the beam and column members were assigned. The supports at the base of the structure were also specified as fixed. The codes of practise to be followed were also specified for design purpose with other important details. Then STAAD.Pro was used to analyse the structure and design the members. In the post processing mode, after completion of the design, we can work on the structure and study the bending moment and shear force values with the generated diagrams. We may also check the deflection of various members under the given loading combinations. The design of the building is dependent upon the minimum requirements as prescribed in the Indian Standard Codes. The minimum requirements pertaining to the structural safety of buildings are being covered by way of laying down minimum design loads which have to be assumed for dead loads, imposed loads, and other external loads, the structure would be required to bear. Strict conformity to loading standards recommended in this code, it is hoped, will ensure the structural safety of the buildings which are being designed. Structure and structural elements were normally designed by Limit State Method. Complicated and high rise structures need very time taking and cumbersome calculations using conventional manual methods. STAAD.Pro provides us a fast, efficient, easy to use and accurate platform for analysing and designing structures.
B Jhansy Rani N Mahesh Babu