industrial warehouse

1. PLANNING, ANALYSIS AND DESIGN OF AN INDUSTRIAL
WAREHOUSE
Under the Guidance of
Dr. SREELATHA VUGGUMUDI
Assistant Professor
BATCH NO- 04
G.VENKATESWARLU (17KB1A0124) G. VENKATA DINESH (17KB1A0121)
D. SIVARAMA KRISHNA REDDY (17KB1A0115) A. POOJITHA SRI (17KB1A0101)
M. CHAKRI VARMA (18KB5A0122) C. PRUTHVISH (17KB1A0109)
E.NISHANTH KUMAR (17KB1A0118)

2. OUTLINE OF PRESENTATION
• INTRODUCTION
• REVIEW OF LITERATURE
• OBJECTIVE AND SCOPE
• ANALYSIS OF WAREHOUSE
• WORK REMAINING
• SCHEDULE FOR COMPLETING THE REMAINING WORK

3. OBJECTIVE AND SCOPE
• Plan a two-storey Industrial Warehouse.
• Develop the plan for warehouse with desired specifications using AUTOCAD.
• Analysis and design of warehouse with hot rolled steel sections (angle, tubular
sections) and PEB sections using STAAD Pro software.
• Carryout a comparative study to obtain the economical design.
Objective:
The main objective of this project is to plan, analyse and design of a two storey Industrial
Warehouse using conventional steel building and Pre-engineered building concepts.
Scope:

4. A typical frame of a proposed industrial steel warehouse building is analysing
and designing by taking following concepts:
1. Analysis and Design of a conventional steel building with angle sections
2. Analysis and Design of a conventional steel building with tubular sections
3. Analysis and Design of a Pre-engineered building
Fig. 4 Angle sections Fig. 5 Tubular sections
ANALYSIS OF WAREHOUSE

5. SPECIFICATIONS OF THE WAREHOUSE
Location Jammu and Kashmir, India
Type of building Two-storeyed Industrial Warehouse
Total bay length 90m
Total span width 60m
Number of bays 15
Each bay length 6m
Number of spans 4
Each span width 15m
Eave height 6m
Ridge height 2m
Purlin spacing 3m
Terrain Category 4
Roof angle 3.81 degrees

6. PLAN
Fig. 6 Plan of warehouse

7. ELEVATION
Fig. 7 Elevation of warehouse

8. • In this project, Analysis and Design of warehouse has been carried out using STAAD-Pro
software.
• Loads considered for analysis:
• The following loads are considered applied on rafters
1. Dead load:
The following dead loads are considered according to IS 875-1987- part -I
Self weight of GI sheet = 0.115kN/m2
Purlins = 0.07kN/m2
Bracings = 0.1kN/m2
Services and fixtures = 0.025 and 0.1 kN/m2
Total load = 2.46 kN/m
2. Live load:
The live loads has been considered according to IS 875-1987 Part-II as 0.75kN/m
Total load = 4.5 kN/m
3. Snow load:
According to IS 875-1987 Part-IV, the shape coefficient and ground snow load are
considered as
Shape coefficient = 0.8
Ground snow load = 4.08 kN/m2
Total load = 19.56 kN/m

9. 4. Wind load:
According to IS 875-1987 Part-III, The Basc design wind speed for the selected
location is obtained as 39 m/s
Load Case Left (kN/m) Right (kN/m)
θ = 0+ 0.992 -1.116
θ = 90+ 0.264 -0.264
θ = 0- 3.632 3.765
θ = 90- 2.90 2.904
Load combinations:
1. 1.5(DL+LL)
2. 1.2(DL+LL+WLLR)
3. 1.2(DL+LL+WLRL)
4. 1.2DL+0.5SL
5. 1.2(DL+LL-WLLR)
6. 1.2(DL+LL-WLRL)
7. 1.2DL+1.0WLLR+1.0WLRL+0.5SL
8. 0.9DL+1.0WLLR+1.0WLRL
9. 0.9DL+1.0SL

10. Analysis of Warehouse with angular sections
Fig. 8 Tapered view of warehouse with angular sections

11. Analysis of Warehouse with tubular sections
Fig. 9 Tapered view of warehouse with tubular sections

12. SCHEDULE FOR COMPLETING THE REMAINING WORK
Remaining work Scheduled to complete
Analysis and design of warehouse using
conventional building (Angular and Tubular)
concept.
10/06/2021
Analysis and design of warehouse using pre-
engineered concept.
12/06/2021
Comparative study 14/06/2021
Preparation of report 20/06/2021

13. THANK YOU