This document provides design calculations for the seismic and wind loading of an oil storage tank. It calculates the overturning moment due to seismic forces and wind forces acting on the tank. It then calculates the required strength of the tank shell, bottom plate, and anchorage to resist these overturning forces, taking into account the weight and distribution of the tank, contents, roof and supporting structures. Design requirements including allowable stresses and load factors are considered to ensure the structural integrity of the tank under the specified loading conditions.
Design and Pressure Analysis of Steel Silo 8000 Tonsijtsrd
This paper describes design and load analysis of steel silo 8000 tons. They are cement storage silo, tower silo, bunker silo, bags silo, bins, sand and salt silo and fabric silo. Tower silos are differentiated as concrete silo and steel silo. Steel silo is analyzed for more economic and safety than other silos. Horizontal pressure, vertical pressure and frictional wall pressure are calculated and got the required thickness is 8.4412 mm. But in CP Live Stock Company, the thickness of silo wall is 6 mm and lowers than the requirement. Therefore, stiffeners are fixed for safety. There are 78 stiffeners and wall thickness is 5.54 mm required. The total vertical stress is 162.66 kN m2 and allowable stress for foundation is 167.43 kN m2. The stress of foundation is greater than total vertical stress. Therefore, design is satisfied. The wind load and wind pressure at different heights are also calculated and based on wind speed of 44 m s. Wind stress is much less than the wall strength. Therefore, wind stress is neglected and design is satisfied. Than Zaw Oo | Nang Yi Phoo Thet | Aung Myo San Hlaing "Design and Pressure Analysis of Steel Silo (8000) Tons" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-3 | Issue-5 , August 2019, URL: https://www.ijtsrd.com/papers/ijtsrd26628.pdfPaper URL: https://www.ijtsrd.com/engineering/mechanical-engineering/26628/design-and-pressure-analysis-of-steel-silo-8000-tons/than-zaw-oo
Pressure Safety Valve Sizing - API 520/521/526Vijay Sarathy
No chemical process facility is immune to the risk of overpressure to avoid dictating the necessity for overpressure protection. For every situation that demands safe containment of process gas, it becomes an obligation for engineers to equally provide pressure relieving and flaring provisions wherever necessary. The levels of protection are hierarchical, starting with designing an inherently safe process to avoid overpressure followed by providing alarms for operators to intervene and Emergency Shutdown provisions through ESD and SIL rated instrumentation. Beyond these design and instrument based protection measures, the philosophy of containment and abatement steps such as pressure relieving devices, flares, physical dikes and Emergency Response Services is employed
International Journal of Engineering Research and Development (IJERD)IJERD Editor
journal publishing, how to publish research paper, Call For research paper, international journal, publishing a paper, IJERD, journal of science and technology, how to get a research paper published, publishing a paper, publishing of journal, publishing of research paper, reserach and review articles, IJERD Journal, How to publish your research paper, publish research paper, open access engineering journal, Engineering journal, Mathemetics journal, Physics journal, Chemistry journal, Computer Engineering, Computer Science journal, how to submit your paper, peer reviw journal, indexed journal, reserach and review articles, engineering journal, www.ijerd.com, research journals,
yahoo journals, bing journals, International Journal of Engineering Research and Development, google journals, hard copy of journal
Design and Pressure Analysis of Steel Silo 8000 Tonsijtsrd
This paper describes design and load analysis of steel silo 8000 tons. They are cement storage silo, tower silo, bunker silo, bags silo, bins, sand and salt silo and fabric silo. Tower silos are differentiated as concrete silo and steel silo. Steel silo is analyzed for more economic and safety than other silos. Horizontal pressure, vertical pressure and frictional wall pressure are calculated and got the required thickness is 8.4412 mm. But in CP Live Stock Company, the thickness of silo wall is 6 mm and lowers than the requirement. Therefore, stiffeners are fixed for safety. There are 78 stiffeners and wall thickness is 5.54 mm required. The total vertical stress is 162.66 kN m2 and allowable stress for foundation is 167.43 kN m2. The stress of foundation is greater than total vertical stress. Therefore, design is satisfied. The wind load and wind pressure at different heights are also calculated and based on wind speed of 44 m s. Wind stress is much less than the wall strength. Therefore, wind stress is neglected and design is satisfied. Than Zaw Oo | Nang Yi Phoo Thet | Aung Myo San Hlaing "Design and Pressure Analysis of Steel Silo (8000) Tons" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-3 | Issue-5 , August 2019, URL: https://www.ijtsrd.com/papers/ijtsrd26628.pdfPaper URL: https://www.ijtsrd.com/engineering/mechanical-engineering/26628/design-and-pressure-analysis-of-steel-silo-8000-tons/than-zaw-oo
Pressure Safety Valve Sizing - API 520/521/526Vijay Sarathy
No chemical process facility is immune to the risk of overpressure to avoid dictating the necessity for overpressure protection. For every situation that demands safe containment of process gas, it becomes an obligation for engineers to equally provide pressure relieving and flaring provisions wherever necessary. The levels of protection are hierarchical, starting with designing an inherently safe process to avoid overpressure followed by providing alarms for operators to intervene and Emergency Shutdown provisions through ESD and SIL rated instrumentation. Beyond these design and instrument based protection measures, the philosophy of containment and abatement steps such as pressure relieving devices, flares, physical dikes and Emergency Response Services is employed
International Journal of Engineering Research and Development (IJERD)IJERD Editor
journal publishing, how to publish research paper, Call For research paper, international journal, publishing a paper, IJERD, journal of science and technology, how to get a research paper published, publishing a paper, publishing of journal, publishing of research paper, reserach and review articles, IJERD Journal, How to publish your research paper, publish research paper, open access engineering journal, Engineering journal, Mathemetics journal, Physics journal, Chemistry journal, Computer Engineering, Computer Science journal, how to submit your paper, peer reviw journal, indexed journal, reserach and review articles, engineering journal, www.ijerd.com, research journals,
yahoo journals, bing journals, International Journal of Engineering Research and Development, google journals, hard copy of journal
Roof Truss Design (By Hamza Waheed UET Lahore )Hamza Waheed
This presentation defines, describes and presents the most effective and easy way to design a roof truss with all the necessary steps and calculations based on Allowable Stress Design. Soft-wares like MD Solids, Truss Analysis have been used. It is most convenient way to design a roof truss which is being the most important structural components of All types of steel bridges.
Forklift Classes Overview by Intella PartsIntella Parts
Discover the different forklift classes and their specific applications. Learn how to choose the right forklift for your needs to ensure safety, efficiency, and compliance in your operations.
For more technical information, visit our website https://intellaparts.com
Understanding Inductive Bias in Machine LearningSUTEJAS
This presentation explores the concept of inductive bias in machine learning. It explains how algorithms come with built-in assumptions and preferences that guide the learning process. You'll learn about the different types of inductive bias and how they can impact the performance and generalizability of machine learning models.
The presentation also covers the positive and negative aspects of inductive bias, along with strategies for mitigating potential drawbacks. We'll explore examples of how bias manifests in algorithms like neural networks and decision trees.
By understanding inductive bias, you can gain valuable insights into how machine learning models work and make informed decisions when building and deploying them.
NO1 Uk best vashikaran specialist in delhi vashikaran baba near me online vas...Amil Baba Dawood bangali
Contact with Dawood Bhai Just call on +92322-6382012 and we'll help you. We'll solve all your problems within 12 to 24 hours and with 101% guarantee and with astrology systematic. If you want to take any personal or professional advice then also you can call us on +92322-6382012 , ONLINE LOVE PROBLEM & Other all types of Daily Life Problem's.Then CALL or WHATSAPP us on +92322-6382012 and Get all these problems solutions here by Amil Baba DAWOOD BANGALI
#vashikaranspecialist #astrologer #palmistry #amliyaat #taweez #manpasandshadi #horoscope #spiritual #lovelife #lovespell #marriagespell#aamilbabainpakistan #amilbabainkarachi #powerfullblackmagicspell #kalajadumantarspecialist #realamilbaba #AmilbabainPakistan #astrologerincanada #astrologerindubai #lovespellsmaster #kalajaduspecialist #lovespellsthatwork #aamilbabainlahore#blackmagicformarriage #aamilbaba #kalajadu #kalailam #taweez #wazifaexpert #jadumantar #vashikaranspecialist #astrologer #palmistry #amliyaat #taweez #manpasandshadi #horoscope #spiritual #lovelife #lovespell #marriagespell#aamilbabainpakistan #amilbabainkarachi #powerfullblackmagicspell #kalajadumantarspecialist #realamilbaba #AmilbabainPakistan #astrologerincanada #astrologerindubai #lovespellsmaster #kalajaduspecialist #lovespellsthatwork #aamilbabainlahore #blackmagicforlove #blackmagicformarriage #aamilbaba #kalajadu #kalailam #taweez #wazifaexpert #jadumantar #vashikaranspecialist #astrologer #palmistry #amliyaat #taweez #manpasandshadi #horoscope #spiritual #lovelife #lovespell #marriagespell#aamilbabainpakistan #amilbabainkarachi #powerfullblackmagicspell #kalajadumantarspecialist #realamilbaba #AmilbabainPakistan #astrologerincanada #astrologerindubai #lovespellsmaster #kalajaduspecialist #lovespellsthatwork #aamilbabainlahore #Amilbabainuk #amilbabainspain #amilbabaindubai #Amilbabainnorway #amilbabainkrachi #amilbabainlahore #amilbabaingujranwalan #amilbabainislamabad
Hybrid optimization of pumped hydro system and solar- Engr. Abdul-Azeez.pdffxintegritypublishin
Advancements in technology unveil a myriad of electrical and electronic breakthroughs geared towards efficiently harnessing limited resources to meet human energy demands. The optimization of hybrid solar PV panels and pumped hydro energy supply systems plays a pivotal role in utilizing natural resources effectively. This initiative not only benefits humanity but also fosters environmental sustainability. The study investigated the design optimization of these hybrid systems, focusing on understanding solar radiation patterns, identifying geographical influences on solar radiation, formulating a mathematical model for system optimization, and determining the optimal configuration of PV panels and pumped hydro storage. Through a comparative analysis approach and eight weeks of data collection, the study addressed key research questions related to solar radiation patterns and optimal system design. The findings highlighted regions with heightened solar radiation levels, showcasing substantial potential for power generation and emphasizing the system's efficiency. Optimizing system design significantly boosted power generation, promoted renewable energy utilization, and enhanced energy storage capacity. The study underscored the benefits of optimizing hybrid solar PV panels and pumped hydro energy supply systems for sustainable energy usage. Optimizing the design of solar PV panels and pumped hydro energy supply systems as examined across diverse climatic conditions in a developing country, not only enhances power generation but also improves the integration of renewable energy sources and boosts energy storage capacities, particularly beneficial for less economically prosperous regions. Additionally, the study provides valuable insights for advancing energy research in economically viable areas. Recommendations included conducting site-specific assessments, utilizing advanced modeling tools, implementing regular maintenance protocols, and enhancing communication among system components.
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.
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.
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.
Harnessing WebAssembly for Real-time Stateless Streaming PipelinesChristina Lin
Traditionally, dealing with real-time data pipelines has involved significant overhead, even for straightforward tasks like data transformation or masking. However, in this talk, we’ll venture into the dynamic realm of WebAssembly (WASM) and discover how it can revolutionize the creation of stateless streaming pipelines within a Kafka (Redpanda) broker. These pipelines are adept at managing low-latency, high-data-volume scenarios.
HEAP SORT ILLUSTRATED WITH HEAPIFY, BUILD HEAP FOR DYNAMIC ARRAYS.
Heap sort is a comparison-based sorting technique based on Binary Heap data structure. It is similar to the selection sort where we first find the minimum element and place the minimum element at the beginning. Repeat the same process for the remaining elements.
We have compiled the most important slides from each speaker's presentation. This year’s compilation, available for free, captures the key insights and contributions shared during the DfMAy 2024 conference.
Literature Review Basics and Understanding Reference Management.pptxDr Ramhari Poudyal
Three-day training on academic research focuses on analytical tools at United Technical College, supported by the University Grant Commission, Nepal. 24-26 May 2024
6th International Conference on Machine Learning & Applications (CMLA 2024)ClaraZara1
6th International Conference on Machine Learning & Applications (CMLA 2024) will provide an excellent international forum for sharing knowledge and results in theory, methodology and applications of on Machine Learning & Applications.
1. DESIGN CALCULATIONS OF STORAGE TANKS
According to API 650 Code, Edition Sept. 2003 Page : 23 of 34
Designed by : Eng. Abdel Halim Galala, Design General Manager REV. : 0
Project : Design & procurement of storage tanks Date : 26.9.2008
Job Name : El-Gamil Plant Storage Facilities Location : Port Said
Service : Crude Oil Storage Tank Client : PETROBEL
Capacity : 5000 M3 Item : TK-01A
A. Cylindrical Tank, Fixed-Roof with Rafter & Column (cont.)
9. Seismic Design. [APPENDIX E, API 650]
9.1. Overturning Moment due to Seismic forces applied to bottom of tank shell,
M = Z I (C1 Ws Xs + C1 Wr Ht + C1 W1 X1 + C2 W2 X2) 10488643 Ft-lb Kg-M
where,
Z = Seismic force factor, depends on seismic zone [Table E-2] 0.15
Seismic zone of site 2A
I = Importance factor 1
C1 = Lateral earthquake force coefficient [Para. E.3.3.3] 0.6
C2 = Lateral earthquake force coefficient [Para. E.3.3.3]
= 0.75 S / T when T <= 4.5 0.203019
= 3.375 S / T2 when T > 4.5 0.164867
S = Site coefficient [Table E-3] 1.5
T = Natural period of the 1st sloshing mode = k (D0.5) 5.541355 Sec.
k = Factor depends on ratio D/H [Figure E-4] 0.625
D = Nominal tank dia. 78.60892 Ft 23.96 M
H = Max. design liquid level 40.28858 Ft 12.28 M
Ratio D/H 1.951147
Since T > 4.5 seconds, Use C2 0.164867
Ws = Total weight of tank shell 180760.5 lb 81.9917 Ton
Xs = Height from bottom of tank shell to shell's center of gravity 15.6939 Ft 4.7835 M
Wr = Total weight of tank roof (fixed or floating) + portion of the 106077.9 lb 48.1162 Ton
snow load, if any, specified by the purchaser
Ht = Total height of tank shell 40.28858 Ft 12.28 M
W1 & W2 = Weight of effective mass of tank contents that move
in unison with tank shell [Para. E.3.2.1 & Figure E-2]
D/H 1.951147
- Find ratio W1 / WT by knowing D/H [Figure E-2] 0.38
- Find ratio W2 / WT by knowing D/H [Figure E-2] 0.52
WT = Total weight of tank contents = Tank volume x specific gr. 12206584 lb 5536.82 Ton
(specific gravity of the product to be specified by the purchaser)
Tank volume 5.99E+12 Ft3 5536.82 M3
W1 = Ratio ( W1 / WT ) . WT 4638502 lb Kg
W2 = Ratio ( W2 / WT ) . WT 6347424 lb Kg
2. DESIGN CALCULATIONS OF STORAGE TANKS
According to API 650 Code, Edition Sept. 2003 Page : 24 of 34
Designed by : Eng. Abdel Halim Galala, Design General Manager REV. : 0
Project : Design & procurement of storage tanks Date : 26.9.2008
Job Name : El-Gamil Plant Storage Facilities Location : Port Said
Service : Crude Oil Storage Tank Client : PETROBEL
Capacity : 5000 M3 Item : TK-01A
9. Seismic Design. (cont.) [APPENDIX E, API 650]
X1 = Height from bottom of tank shell to the centroid of lateral Ft
seismic force applied to W1 [E.3.3.2 & Figure E-3]
X2 = Height from bottom of tank shell to the centroid of lateral Ft
seismic force applied to W2 [E.3.3.2 & Figure E-3]
D/H 1.951147
- Find ratio X1 / H by knowing D/H [Figure E-3] 0.375
- Find ratio X2 / H by knowing D/H [Figure E-3] 0.56
X1 = Ratio ( X1 / H ) . H 15.10822 Ft 4.60498 M
X2 = Ratio ( X2 / H ) . H 22.5616 Ft 6.87678 M
9.2. Resistance to Overturning Moment at bottom of tank shell, WL [Para. E-4]
Resistance to the overturning moment at the bottom of the shell
may be provided by the weight of the tank shell and by the anchorage
of the tank shell,
or, for unanchored tanks, the weight of a portion of the tank contents
adjacent to the shell.
For unanchored tanks, the portion of the contents that may be
used to resist overturning depends on the width of the bottom
plate under the shell that lifts off the foundation and may be
determined as follows : wL = 7.9 tb ( Fby G H )0.5
lb/Ft
However, wL shall not exceed 1.25 G H D lb/Ft
Where, wL = max. weight of the tank contents that may be used
to resist the shell overturning moment,
wL1 = 7.9 tb ( Fby G H )0.5
5470.978 lb/Ft
wL2 = 1.25 G H D 3958.802 lb/Ft
Use wL = Min ( wL1 , wL2 ) 3958.802 lb/Ft
tb = Thickness of the bottom plate under the shell 0.629921 INCH MM
Fby = Min. specified yield strength of the bottom plate under the shell 30000 PSI
G = Design specific gravity of the liquid to be stored 1
3. DESIGN CALCULATIONS OF STORAGE TANKS
According to API 650 Code, Edition Sept. 2003 Page : 25 of 34
Designed by : Eng. Abdel Halim Galala, Design General Manager REV. : 0
Project : Design & procurement of storage tanks Date : 26.9.2008
Job Name : El-Gamil Plant Storage Facilities Location : Port Said
Service : Crude Oil Storage Tank Client : PETROBEL
Capacity : 5000 M3 Item : TK-01A
9. Seismic Design. (cont.) [APPENDIX E, API 650]
9.3. Shell Compression . [Para. E-5]
9.3.a. Unanchored Tanks [Para. E.5.1]
Value of M / [ D2 (wt + wL)]
where,
b = max. longitudinal compressive force at the bottom of the shell lb/Ft
(lb/Ft of shell circumference)
wt = weight of tank shell and the portion of the fixed roof 731.9506 lb/Ft
supported by the shell (lb/Ft of shell circumference) = wt / 3.14 D
I. When M / [ D2 (wt + wL )] <= 0.785 0.361854
b = wt + 1.273 M / D2
2892.698 lb/Ft
II. When 0.785 < M / [ D2 (wt + wL )] <= 1.5 0.361854
b may be computed from the value of (b + wL )/ (wt + wL )
obtained from Figure E-5.
Value obtained from Figure E-5 2
b = ( wt + wL ) . Value from Figure E-5 - wL 5422.703 lb/Ft
III. When 1.5 < M / [ D2 (wt + wL )] <= 1.57 0.361854
6415.053 lb/Ft
b
w w
w t L
M
D w w
t L
VI. For M / [ D2 (wt + wL )] > 1.57 0.361854
or when b / 12 t > Fa
Value b / 12 t 478.3498 PSI < Fa
Value Fa 6410.684 PSI OK
In case b/12 t > Fa, the tank is structurally unstable.
It is necessary to take one of the following measures :
a. Increase the thickness of the bottom plate under the shell,
tb, to increase wL without exceeding the limitations of
E.4.1 and E.4.2.
b. Increase the shell thickness, t (see Item 9.5 for shell courses).
c. Change the proportions of the tank to increase the dia.
and reduce the height.
d. Anchor the tank in accordance with E.6.
L
=
+
−
+
−
1490
1
0 637
2
0 5
. ( )
.
( )
.
4. DESIGN CALCULATIONS OF STORAGE TANKS
According to API 650 Code, Edition Sept. 2003 Page : 26 of 34
Designed by : Eng. Abdel Halim Galala, Design General Manager REV. : 0
Project : Design & procurement of storage tanks Date : 26.9.2008
Job Name : El-Gamil Plant Storage Facilities Location : Port Said
Service : Crude Oil Storage Tank Client : PETROBEL
Capacity : 5000 M3 Item : TK-01A
9. Seismic Design. (cont.) [APPENDIX E, API 650]
9.3.b. Anchored Tanks [Para. E.5.2]
For anchored tanks, the max. longitudinal compressive force at
the bottom of shell, b = wt + 1.273 M / D2
2892.698 lb/Ft
9.4. Max. Allowable Shell Compression [Para. E.5.3]
The max. longitudinal compressive stress in the shell, b / 12 t,
shall not exceed the max. allowable stress, Fa determined by
the following formulas for Fa, which take into account the effect
of internal pressure due to the liquid contents.
G H D2 / t2 980331.9 > 106
- When G H D2 / t2 >= 106, Fa = 106 t / D 6410.684 PSI
- When G H D2 / t2 < 106, Fa = 106 t / 2.5 D + 600 (G H )0.5 6372.671 PSI
However, Fa shall not be greater than 0.5 Fty
0.5 Fty 15000 PSI OK
where, t = thickness of the bottom shell course, excl. any corr. allow. 0.503937 INCH
Fa = Max. allowable longit. compressive stress in the shell 6410.684 PSI
Fty = Min. specified yield strength of the bottom shell course 30000 PSI
9.5. Upper Shell Course [Para. E.5.4]
If the thickness of the lower shell course calculated to resist the
seismic overturning moment is greater than the thickness required
for hydrostatic pressure, both excluding any corrosion allowance,
then the calculated thickness of each upper shell course for
hydrostatic pressure shall be increased in the same proportion,
unless a special analysis is made to determine the seismic overturning
moment and corresponding stresses at the bottom of each upper
shell course.
9.6. Anchorage of Tanks [Para. E.6]
When anchorage is provided, it shall be designed to provide the
following min. anchorage resistance in lb/Ft of shell circumference :
Min. anchorage resistance = 1.273 M / D2 - wt 1428.797 lb/Ft
5. DESIGN CALCULATIONS OF STORAGE TANKS
According to API 650 Code, Edition Sept. 2003 Page : 27 of 34
Designed by : Eng. Abdel Halim Galala, Design General Manager REV. : 0
Project : Design & procurement of storage tanks Date : 26.9.2008
Job Name : El-Gamil Plant Storage Facilities Location : Port Said
Service : Crude Oil Storage Tank Client : PETROBEL
Capacity : 5000 M3 0 Item : TK-01A
9. Seismic Design. (cont.) [APPENDIX E, API 650]
6. DESIGN CALCULATIONS OF STORAGE TANKS
According to API 650 Code, Edition Sept. 2003 Page : 28 of 34
Designed by : Eng. Abdel Halim Galala, Design General Manager REV. : 0
Project : Design & procurement of storage tanks Date : 26.9.2008
Job Name : El-Gamil Plant Storage Facilities Location : Port Said
Service : Crude Oil Storage Tank Client : PETROBEL
Capacity : 5000 M3 Item : TK-01A
A. Cylindrical Tank, Fixed-Roof with Rafter & Column (cont.)
10. Overturning Moment due to Wind, Mw.
Mw1 = P (Ar Xr + As Xs) 549994.2 lb-ft 76089.4 Kg-M
Where, P = Wind pressure PSI 50 Kg/M2
Ar = Projected area over roof = 0.5 Do (Ht - H) INCH2 8.994 M2
Xr = Height from bottom of tank shell to center of gravity Ft 12.5049 M
of roof = H + 0.3 (Ht - H)
As = Projected area of shell = Do H INCH2 294.621 M2
Xs = Height from bottom of tank shell to shell's center of gravity Ft 4.7835 M
= (H1+H2)/2 + (H2+H3)/2 + x
where x (see next page) -0.0165 M
Do = D + 2 t1 23.992 M
( Up- lift for wind ) = 4 Mw / 3.14 D2 113.3247 lb/ft 168.757 Kg/M
Total load, W (operating: full liq. p = 1+ wind) 116.672 Ton
( Dead Load ) = W / 3.14 D lb/ft 2098.53 Kg/M
where W = weight of tank exc. weight of floating roof & bottom 157.962 Ton
Ratio of Up-lift load / Dead load 0.080417 < 1
Since Up-lift (128 Kg/M) < Dead load (2838 Kg/M) Not necessary of Anchor Bolts.
11. Anchor Bolt Strength.
11.1. Wind Load, Pw = 0.7 x P x Do x H lb 10311.7 Kg
Where, P = Wind Pressure 50 Kg/M2
Do = Tank diameter 23.992 M
H = Tank Height 12.28 M
Wt = Total Tank Weight (excluding corrosion allowance) 151746 Kg
Wt' = Tank Weight except Bottom Plate (excl. corr. allow.) 126369 Kg
Design pressure atmospheric
11.2. Overturning Moment, Mw2 = Pw . Xs 356542.5 lb-ft 49326.2 Kg-M
Overturning moment, Mw = Max. (Mw1 , Mw2) 549994.2 lb-ft 76089.4 Kg-M
11.3. Anti-Overturning Moment, Rw = Wt' . D/2 10957504 lb-ft 1515925 Kg-M
Ratio of Mw / Rw 0.050193 < 1
Since Mw < Rw Anchor Bolts are not required.
7. DESIGN CALCULATIONS OF STORAGE TANKS
According to API 650 Code, Edition Sept. 2003 Page : 29 of 34
Designed by : Eng. Abdel Halim Galala, Design General Manager REV. : 0
Project : Design & procurement of storage tanks Date : 26.9.2008
Job Name : El-Gamil Plant Storage Facilities Location : Port Said
Service : Crude Oil Storage Tank Client : PETROBEL
Capacity : 5000 M3 Item : TK-01A
A. Cylindrical Tank, Fixed-Roof with Rafter & Column (cont.)
To find tank shell's CG : Take Moment about CG :
W1 [(H1+H2)/2 + (H2+H3)/2 + x] + W2 [(H2+H3)/2 + x] + W3 [x]
= W4 [(H3+H4)/2 - x]
+ W5 [(H3+H4)/2 - x + (H4+H5)/2]
+ W6 [(H3+H4)/2 - x + (H4+H5)/2 + (H5+H6)/2]
+ W7 [(H3+H4)/2 - x + (H4+H5)/2 + (H5+H6)/2 + (H6+H7)/2]
+ W8 [(H3+H4)/2 - x + (H4+H5)/2 + (H5+H6)/2 + (H6+H7)/2 + (H7+H8)/2]
W1 [(H1+H2)/2 + (H2+H3)/2] + W1 x + W2 [(H2+H3)/2] + W2 x + W3 x
= W4 [(H3+H4)/2] - W4 x
+ W5 [(H3+H4)/2 + (H4+H5)/2] - W5 x
+ W6 [(H3+H4)/2 + (H4+H5)/2 + (H5+H6)/2] - W6 x
+ W7 [(H3+H4)/2 + (H4+H5)/2 + (H5+H6)/2 + (H6+H7)/2] - W7 x
+ W8 [(H3+H4)/2 + (H4+H5)/2 + (H5+H6)/2 + (H6+H7)/2 + (H7+H8)/2] - W8 x
x (W1 + W2 + W3) + W1 [(H1+H2)/2 + (H2+H3)/2]
= W4 [(H3+H4)/2]
+ W5 [(H3+H4)/2 + (H4+H5)/2]
+ W6 [(H3+H4)/2 + (H4+H5)/2 + (H5+H6)/2] Figure (13)
+ W7 [(H3+H4)/2 + (H4+H5)/2 + (H5+H6)/2 + (H6+H7)/2]
+ W8 [(H3+H4)/2 + (H4+H5)/2 + (H5+H6)/2 + (H6+H7)/2 + (H7+H8)/2]
- x (W4 + W5 + W6 + W7 + W8)
x (W1 + W2 + W3) + x (W4 + W5 + W6 + W7 + W8)
+ W1 [(H1+H2)/2 + (H2+H3)/2]
+ W2 [(H2+H3)/2]
= W4 [(H3+H4)/2]
+ W5 [(H3+H4)/2 + (H4+H5)/2]
+ W6 [(H3+H4)/2 + (H4+H5)/2 + (H5+H6)/2]
+ W7 [(H3+H4)/2 + (H4+H5)/2 + (H5+H6)/2 + (H6+H7)/2]
+ W8 [(H3+H4)/2 + (H4+H5)/2 + (H5+H6)/2 + (H6+H7)/2 + (H7+H8)/2]
x =[W4 [(H3+H4)/2] -0.054127 Ft -0.0165 M
+ W5 [(H3+H4)/2 + (H4+H5)/2]
+ W6 [(H3+H4)/2 + (H4+H5)/2 + (H5+H6)/2]
+ W7 [(H3+H4)/2 + (H4+H5)/2 + (H5+H6)/2 + (H6+H7)/2]
+ W8 [(H3+H4)/2 + (H4+H5)/2 + (H5+H6)/2 + (H6+H7)/2 + (H7+H8)/2]
- W1 [(H1+H2)/2 + (H2+H3)/2]
- W2 [(H2+H3)/2]]
/ (W1+W2+W3+W4+W5+W6+W7+W8)
8. DESIGN CALCULATIONS OF STORAGE TANKS
According to API 650 Code, Edition Sept. 2003 Page : 30 of 34
Designed by : Eng. Abdel Halim Galala, Design General Manager REV. : 0
Project : Design & procurement of storage tanks Date : 26.9.2008
Job Name : El-Gamil Plant Storage Facilities Location : Port Said
Service : Crude Oil Storage Tank Client : PETROBEL
Capacity : 5000 M3 Item : TK-01A
A. Cylindrical Tank, Fixed-Roof with Rafter & Column (cont.)
11.4. Sliding.
Sliding force by wind, Ps = 0.7 x P x D x H lb 10311.7 Kg
Frictional Resistance Force by wind, Rs = 0.3 Wt lb 45523.9 Kg
Ratio Ps / Rs 0.226512 < 1
Since Ps < Rs Anchor bolts are not required.
11.5. Anchor Bolts Provided.
Number of anchor bolts, n 12
Size of anchor bolts (UNC) 0.75 INCH MM
Anchor bolt sectional area, A 2.36 CM2
Allowable load (for 3/4" bolt) :
- Tensile, fat 4299.009 lb 1950 Kg
- Shearing, fas 2976.237 lb 1350 Kg
11.6. Anchor Bolt Load.
Tensile load per each bolt, ft = (4 Mw / n D) - Wt' / n -9845.45 Kg/Bolt
Since ft < fat The anchor bolt is sufficient
Shearing load per each bolt, fs = (Ps - Rs)/n -2934.35 Kg/Bolt
Since fs < fas The anchor bolt is sufficient
12. Fixed-Roof Inspection Hatches. [API-650, Appendix H.65.3]
Inspection hatches shall be located on tank fixed roof to permit
visual inspection of the seal region.
- Max. spacing of inspection hatches per code 75 Ft 22.86 M
- Min. spacing of inspection hatches per code 4 Ft 1.2192 M
Circle dia. of inspection hatches = D - 6, Ft 72.60892 Ft 22.1312 M
Calculated No. of inspection hatches = 3.14(D-6)/75 3.041435
Assume actual No. of inspection hatches 6
Actual spacing of inspection hatches 38.01794 Ft 11.5879 M
< 75 Ft OK
> 4 Ft OK
9. DESIGN CALCULATIONS OF STORAGE TANKS
According to API 650 Code, Edition Sept. 2003 Page : 31 of 34
Designed by : Eng. Abdel Halim Galala, Design General Manager REV. : 0
Project : Design & procurement of storage tanks Date : 26.9.2008
Job Name : El-Gamil Plant Storage Facilities Location : Port Said
Service : Crude Oil Storage Tank Client : PETROBEL
Capacity : 5000 M3 Item : TK-01A
A. Cylindrical Tank, Fixed-Roof with Rafter & Column (cont.)
13. Total Weight of Tank.
a. Weight of Shell
1st Course, W1 = 3.14 D t H p 22.6902 Ton
2nd Course, W2 19.8539 Ton
3rd Course, W3 15.5995 Ton
4th Course, W4 12.7632 Ton
5th Course, W5 9.92695 Ton
6th Course, W6 1.15797 Ton
7th Course, W7 0 Ton
8th Course, W8 0 Ton
Sub-Total (a) 180760.5 lb 81.9917 Ton
b. Weight of Bottom Plate, R1 = D/2 - Annular width, Rw 11.366 M
L1 = 2 R1 Sin (O/2) 1.82917 M
h1 = L1 / 2 R1 Tan (O/2) 11.3291 M
Total Bottom plate Area, A = 0.5 L1 . h1 . n 404.096 M2
Total bottom Plate Weight, W = A. ta . p Sub-Total (b) 69933.98 lb 31.7216 Ton
Figure (14)
c. Weight of Annular Bottom Plate 9593.336 lb 4.35147 Ton
d. Weight of Roof Plate = Roof area * t p 62546.89 lb 28.3708 Ton
Roof conical area = 3.14 * (D/2) * sq. root ((D/2)2 + h2) 451.765 M2
'where, h = Ht - H = Cone height = Rafter Slope * Do/2 0.74975 M
Rafter slope = 1/16 [see Figure (2)] 01:30
10. DESIGN CALCULATIONS OF STORAGE TANKS
According to API 650 Code, Edition Sept. 2003 Page : 32 of 34
Designed by : Eng. Abdel Halim Galala, Design General Manager REV. : 0
Project : Design & procurement of storage tanks Date : 26.9.2008
Job Name : El-Gamil Plant Storage Facilities Location : Port Said
Service : Crude Oil Storage Tank Client : PETROBEL
Capacity : 5000 M3 Item : TK-01A
A. Cylindrical Tank, Fixed-Roof with Rafter & Column (cont.)
e. Weight of Rafters 13.3577 Ton
Total length of rafters (H beam 250x125x6/9) 467.22 M
Weight of one meter of beam 28.5897 Kg
f. Weight of Column, Pipe 20" NPS, Sch. 40 4.46457 Ton
g. Weight of Top Wind Girder 3.07263 Ton
Circumferential length of 2 angles 6x4x3/8" (160x100x10mm) 150.545 M
Weight of one meter of angle 20.41 Kg
Total area of top wind girder, A 60.7712 M2
Weight of top wind girder, W = A * P * t 3.02929 Ton
h. Weight of Intermediate Wind Girder 5 Ton
Wind Girder ID M
Wind Girder OD M
i. Weight of Manholes, Cleanout Doors & Nozzles 6 Ton
j. Weight of Ladders & Platforms 5 Ton
k. Weight of brackets (cooling system supports) 3.32338 Ton
No. of brackets per level = 3.14 D / 4000 20 Support
Total brackets for two levels of cooling system + level for foam 84 Support
Bracket dimensions 400x850x100x8 600x850x8
Weight of one bracket 39.564 Kg
l. Weight of Inspection Hatches. Ton
No. of inspection hatches, Nih 6
Weight of nozzle
Weight of flange (or loose cover)
m. Weight of Manways (for fixed-roof tanks). Ton
At least one manhole, min 24" ID shall be provided for access to
the tank interior. [API-650, Appendix H.6.5.1]
No. of manholes located at fixed roof, 24" NPS 2
Weight of nozzle
Weight of flange
Total Tank Weight 189.683 Ton