This document provides information about the structural analysis and design of an industrial roof truss system. It discusses the design philosophy, methods, types of trusses including roof and bridge trusses. It then describes the specific industrial roof truss system being designed including the selection of truss type, estimation of loads, analysis and design of purlins and sagrods, load analysis, member design, and connection design. Steps in the analysis and design process are outlined and calculations are shown for load calculations, bending moment diagrams, selection of structural sections, and checking stresses.
Lec.2 statically determinate structures & statically indeterminate struct...Muthanna Abbu
The student will learn the determination of internal forces in different structures and the
kind of forces distribution due to external & internal effects .He will also learn about the
structures deformation due to these effects .
Class notes of Geotechnical Engineering course I used to teach at UET Lahore. Feel free to download the slide show.
Anyone looking to modify these files and use them for their own teaching purposes can contact me directly to get hold of editable version.
Class notes of Geotechnical Engineering course I used to teach at UET Lahore. Feel free to download the slide show.
Anyone looking to modify these files and use them for their own teaching purposes can contact me directly to get hold of editable version.
Lec.2 statically determinate structures & statically indeterminate struct...Muthanna Abbu
The student will learn the determination of internal forces in different structures and the
kind of forces distribution due to external & internal effects .He will also learn about the
structures deformation due to these effects .
Class notes of Geotechnical Engineering course I used to teach at UET Lahore. Feel free to download the slide show.
Anyone looking to modify these files and use them for their own teaching purposes can contact me directly to get hold of editable version.
Class notes of Geotechnical Engineering course I used to teach at UET Lahore. Feel free to download the slide show.
Anyone looking to modify these files and use them for their own teaching purposes can contact me directly to get hold of editable version.
Types of support system,Beam classification,methods for the analysis of indeterminate structures,analysis of indeterminate structures,Formula for Determination of Degree of Static Indeterminacy(DOSI),DOSI,Determine DOSI for the structure.
Structural Behaviors of Reinforced Concrete Dome with Shell System under Vari...ijtsrd
There are many different systems constructing dome structure. Among them, the shell system is the most popular in reinforcement concrete structure in these days. Therefore, it is necessary to know the structural behaviours of it. The objectives of this journal is to study the structural behaviours of the reinforced concrete dome structure with shell system under gravity loading and lateral loading in cyclone wind categories and various seismic zones. Seismic loads are considered from zone 1 to zone 4 based on UBC 1997 .Wind loads are considered from I to V category as cyclone categories. Structural elements of RC dome structure are designed according to Building Code of American Concrete Institute ACI 318 99 . With these member forces obtained from the SAP 2000 analysis, the design for all structural members will be performed according to ACI 318 99. The members of dome structure are designed as an intermediate moment resisting frame. The design of the shell beams is verified by using hand calculations with the output forces under the gravity loading and lateral loading obtained from the SAP2000 analysis. Equivalent static analysis procedure is used in this study. Based on the comparison of analysis results, it can be observed where the maximum deflection occurs along the meridian direction under seismic and wind loading conditions. Then, the axial force of dome structure is significant than any other forces in shell system. From the study of analysis results of both systems, it has been noticed that the bottom ring in shell system is essential to control the forces from the shell area. Khine Zar Aung | Khin Aye Mon | Khin Thanda Htun "Structural Behaviors of Reinforced Concrete Dome with Shell System under Various Loading Conditions" 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/ijtsrd27839.pdfPaper URL: https://www.ijtsrd.com/engineering/civil-engineering/27839/structural-behaviors-of-reinforced-concrete-dome-with-shell-system-under-various-loading-conditions/khine-zar-aung
Sheryar Bismil
Student of Mirpur University of Science & Technology(MUST).
Student of Final Year Civil Engineering Department Main campus Mirpur.
Here we Gonna to learn about the basic to depth wise study of Plan Reinforced Concrete-i.
From basis terminology to wide information about the analysis and design of Concrete member like column,Beam,Slab,etc.
In the present era the technology in communications has developed to a very large extent. The communication industries have seen a tremendous increase in last few years which have resulted in installation of large number of towers to increase the coverage area and network consistency. In wireless communication network these towers play a significant role hence failure of such structure in a disaster is a major concern. Therefore utmost importance should be given in considering all possible extreme conditions for designing these towers. In most of the studies, the researches have considered the effect of wind only on the four legged self-supporting towers. In this dissertation, a four legged lattice tower is analyzed and designed along with foundation details.
Analysis and design of high rise rc building under seismic loadHtinKyawHloon1
This study is operated for Analysis and Design of High-rise RC Building under Seismic Load for ten-storeyed RC inverted T-shaped building locating in seismic zone 4 and basic wind speed 80 mph. This paper was based on the mini-thesis, which was supervised by Dr.Zaw Min Htun,the chief of faculty of Civil Engineering, when I was a final year student at Technological University (Pakokku). I wanna say "thank" to all of my group-9 members who helped me a lot.
#Structural Engineering
#Earthquake
Final project report on grocery store management system..pdfKamal Acharya
In today’s fast-changing business environment, it’s extremely important to be able to respond to client needs in the most effective and timely manner. If your customers wish to see your business online and have instant access to your products or services.
Online Grocery Store is an e-commerce website, which retails various grocery products. This project allows viewing various products available enables registered users to purchase desired products instantly using Paytm, UPI payment processor (Instant Pay) and also can place order by using Cash on Delivery (Pay Later) option. This project provides an easy access to Administrators and Managers to view orders placed using Pay Later and Instant Pay options.
In order to develop an e-commerce website, a number of Technologies must be studied and understood. These include multi-tiered architecture, server and client-side scripting techniques, implementation technologies, programming language (such as PHP, HTML, CSS, JavaScript) and MySQL relational databases. This is a project with the objective to develop a basic website where a consumer is provided with a shopping cart website and also to know about the technologies used to develop such a website.
This document will discuss each of the underlying technologies to create and implement an e- commerce website.
COLLEGE BUS MANAGEMENT SYSTEM PROJECT REPORT.pdfKamal Acharya
The College Bus Management system is completely developed by Visual Basic .NET Version. The application is connect with most secured database language MS SQL Server. The application is develop by using best combination of front-end and back-end languages. The application is totally design like flat user interface. This flat user interface is more attractive user interface in 2017. The application is gives more important to the system functionality. The application is to manage the student’s details, driver’s details, bus details, bus route details, bus fees details and more. The application has only one unit for admin. The admin can manage the entire application. The admin can login into the application by using username and password of the admin. The application is develop for big and small colleges. It is more user friendly for non-computer person. Even they can easily learn how to manage the application within hours. The application is more secure by the admin. The system will give an effective output for the VB.Net and SQL Server given as input to the system. The compiled java program given as input to the system, after scanning the program will generate different reports. The application generates the report for users. The admin can view and download the report of the data. The application deliver the excel format reports. Because, excel formatted reports is very easy to understand the income and expense of the college bus. This application is mainly develop for windows operating system users. In 2017, 73% of people enterprises are using windows operating system. So the application will easily install for all the windows operating system users. The application-developed size is very low. The application consumes very low space in disk. Therefore, the user can allocate very minimum local disk space for this application.
Event Management System Vb Net Project Report.pdfKamal Acharya
In present era, the scopes of information technology growing with a very fast .We do not see any are untouched from this industry. The scope of information technology has become wider includes: Business and industry. Household Business, Communication, Education, Entertainment, Science, Medicine, Engineering, Distance Learning, Weather Forecasting. Carrier Searching and so on.
My project named “Event Management System” is software that store and maintained all events coordinated in college. It also helpful to print related reports. My project will help to record the events coordinated by faculties with their Name, Event subject, date & details in an efficient & effective ways.
In my system we have to make a system by which a user can record all events coordinated by a particular faculty. In our proposed system some more featured are added which differs it from the existing system such as security.
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.
About
Indigenized remote control interface card suitable for MAFI system CCR equipment. Compatible for IDM8000 CCR. Backplane mounted serial and TCP/Ethernet communication module for CCR remote access. IDM 8000 CCR remote control on serial and TCP protocol.
• Remote control: Parallel or serial interface.
• Compatible with MAFI CCR system.
• Compatible with IDM8000 CCR.
• Compatible with Backplane mount serial communication.
• Compatible with commercial and Defence aviation CCR system.
• Remote control system for accessing CCR and allied system over serial or TCP.
• Indigenized local Support/presence in India.
• Easy in configuration using DIP switches.
Technical Specifications
Indigenized remote control interface card suitable for MAFI system CCR equipment. Compatible for IDM8000 CCR. Backplane mounted serial and TCP/Ethernet communication module for CCR remote access. IDM 8000 CCR remote control on serial and TCP protocol.
Key Features
Indigenized remote control interface card suitable for MAFI system CCR equipment. Compatible for IDM8000 CCR. Backplane mounted serial and TCP/Ethernet communication module for CCR remote access. IDM 8000 CCR remote control on serial and TCP protocol.
• Remote control: Parallel or serial interface
• Compatible with MAFI CCR system
• Copatiable with IDM8000 CCR
• Compatible with Backplane mount serial communication.
• Compatible with commercial and Defence aviation CCR system.
• Remote control system for accessing CCR and allied system over serial or TCP.
• Indigenized local Support/presence in India.
Application
• Remote control: Parallel or serial interface.
• Compatible with MAFI CCR system.
• Compatible with IDM8000 CCR.
• Compatible with Backplane mount serial communication.
• Compatible with commercial and Defence aviation CCR system.
• Remote control system for accessing CCR and allied system over serial or TCP.
• Indigenized local Support/presence in India.
• Easy in configuration using DIP switches.
Water scarcity is the lack of fresh water resources to meet the standard water demand. There are two type of water scarcity. One is physical. The other is economic water scarcity.
Saudi Arabia stands as a titan in the global energy landscape, renowned for its abundant oil and gas resources. It's the largest exporter of petroleum and holds some of the world's most significant reserves. Let's delve into the top 10 oil and gas projects shaping Saudi Arabia's energy future in 2024.
TECHNICAL TRAINING MANUAL GENERAL FAMILIARIZATION COURSEDuvanRamosGarzon1
AIRCRAFT GENERAL
The Single Aisle is the most advanced family aircraft in service today, with fly-by-wire flight controls.
The A318, A319, A320 and A321 are twin-engine subsonic medium range aircraft.
The family offers a choice of engines
1. CEE-312
Structural Analysis and Design Sessional-I
(1.0 credit)
Lecture: 2
Bijit Kumar Banik
Assistant Professor, CEE, SUST
Room No.: 115 (“C” building)
bijit_sustbd@yahoo.com
Department of Civil and Environmental Engineering
2. Design philosophy
A general statement assuming safety in engineering design
Resistance (of material & x-section) >= Effect of applied load
It is essential in the above equation that both sides are evaluated
in same conditions; e.g. if of load to produce compressive stress
on soil, then it should be compared with the bearing capacity of soil
4. ASD
Safety in design is obtained by specifying that the effects
of the loads should produce stresses that were the fraction
of yield stress, Fy
This is equivalent to:
FOS = Resistance, R / Effect of load, Q
5. ASD
Since the specifications sets limit on stresses, it became
Allowable Stress Design (ASD)
Mostly reasonable where stresses are distributed uniformly
(such as determinate trusses, arches, cables etc)
6. Drawback of ASD
1. ASD does not give reasonable measures of strength
2. Factor Of Safety (FOS) is applied only to stress not in load
7. LRFD
Considers variability not only in resistance but also in the
effects of load
Quality of material should maintain highest level
Now different factored load can be assign to different
types of loads (dead, live, wind etc)
8. Trusses
In architecture and structural engineering, a truss is a structure comprising
one or more triangular units constructed with straight members whose ends
are connected at joints referred to as nodes (hinge or pin).
Assumptions
1. Members are connected at their end by frictionless pins
2. Loads and reactions applied only at joints
3. Two force members
10. Roof Trusses
Flat: The most economical flat truss for a roof
is provided when the depth of the truss in inches
is approximately equal to the span in inches.
Mono: Used where the roof is required to slope in only
one direction. Also in pairs with their high ends abutting
on extremely long span with a support underneath the
high end.
Common: Truss configurations for the most
widely designed roof shapes.
Scissors: Provides a cathedral or vaulted ceiling.
Most economical when the difference in slope
between the top and bottom chords is at least 3/12
or the bottom chord pitch is no more than half the
top chord pitch.
16. Stability and Determinacy of Truss
Minimum members required to make a rigid framework isThree
3 members
3 joints
5 members
4 joints
7 members
5 joints
Thus to form a rigid and stable truss of ‘n’ joints number of
members (j) required is:
j = 3+2*(n-3)
For first 3 joints For remaining joints
j= 2n-3
17. Stability and Determinacy of Truss
If j < 2n-3 Unstable truss
If j > 2n-3 Indeterminate truss
Bottom chord
Diagonal
Top chord
Vertical
20. Industrial roof truss system
When Span > 40 ft Truss system
Trusses are normally spaced 15-25 ft apart
For longer span trusses must be simply supported
Hinge support
Roller support
Why this is called simply supported ??
22. Wind load analysis for roof truss
Basic wind pressure at 30 ft, q (psf) = 0.00256 V2
where, V is wind speed (mph)
Pressure on a pitched roof
α
P
Windward side
Wind
Leeward side
P
23. Wind load analysis for roof truss
For windward surface
≤
≤≤−
≤≤−
≤≤−
=
α
αα
αα
α
0
00
00
0
609.0
6030)9.003.0(
3020)1.207.0(
2007.0
q
q
q
q
P
For leeward surface
qP 7.0−=
where, ‘P’ is the pressure normal to the roof surface
If P is +ve
If P is -ve
Pushing the roof surface
Pulling or suction or uplift
Leeward side always experience uplift
Maximum P will be taken
24. Analysis and design of an Industrial roof truss system
Steps
1. Selection of truss type
2. Estimation of loads
3. Analysis and design of purlins
4. Analysis and design of sagrods
5. Dead load and wind load analysis
6. Combination of D.L and W.L to determine the
design bar forces
7. Design of members
8. Design of bracing system
9. Design of connections (welded)
10. Detailing
25. Your Truss !!!
6@ A ft
B ft
L0
L1 L2 L3 L4 L5
L6
U1
U2
U3
U4
U5
Bay = 20 ft; Fy=36 ksi; E = 29 ksi
11.511109.5B
76.55.55A
4321Group
26. Analysis and design of an Industrial roof truss system
1. Selection of truss type
6@6 ft = 36 ft
10 ft
3@6.86 ft
L0
L1 L2 L3 L4 L5
L6
U1
U2
U3
U4
U5
Bay = 20 ft; Fy=36 ksi; E = 29 ksi
29.050
27. Analysis and design of an Industrial roof truss system
2. Estimation of loads
Dead loads
1. CGI (Corrugated Galvanized Iron) 2.0 psf
2. Purlins 1.5 psf
3. Sagrods, bracings 1.0 psf
Sub total 4.5 psf
4. Self weight 60 lb/ft of span
Live loads
Design wind speed 100 mph
Given loads should be transformed into Equivalent joint loads
28. Analysis and design of an Industrial roof truss system
3. Analysis and design of purlins
Roofing
Purlin
Sagrod
Top chord
Purlins are nothing but beams. They span between the adjacent
trusses, i.e the spacing of the trusses (Bay) is the span of purlins.
Normally channel section is used to design purlins.
Design criteria for purlin is “bending stress”
First we will check for dead load and then for the wind load
29. Analysis and design of an Industrial roof truss system
3. Analysis and design of purlins
Since the principal axes of the purlins section are inclined, the
dead load causes biaxial bending in the purlins.
Y
X
W
Check for Dead Load
30. Analysis and design of an Industrial roof truss system
3. Analysis and design of purlins
So, different support condition of purlin for X and Y direction
For Y-direction Y
X
W
20 ft
For X-direction
10 ft 10 ft
Additional support for sagrod
31. Analysis and design of an Industrial roof truss system
3. Analysis and design of purlins
Dead loads coming on purlins
Roofing
Purlin
Sagrod
Roofing 2.0 psf
Self wt. of purlin 1.5 psf
Total 3.5 psf (neglecting sagrod)
32. Analysis and design of an Industrial roof truss system
3. Analysis and design of purlins Parlin
6.86 ft
3.5 psf
UDL on purlin, wDL= 3.5 psf X 6.86 ft = 24.01 lb/ft
33. Analysis and design of an Industrial roof truss system
3. Analysis and design of purlins
wDLx= wDLsinθ = 24.01 X sin29.010 = 11.66 lb/ft
X
Y
wDL= 24.01 lb/ft
29.050
29.050
wDLy= wDLcosθ = 24.01 X cos29.010 = 20.99 lb/ft
34. Analysis and design of an Industrial roof truss system
3. Analysis and design of purlins
For the detail computation of BMD please go through:
Strength of materials-by Singer; pp-285, Prob.-828
For Y-direction
L = 20 ft
For X-direction
L/2 =10 ft L/2 = 10 ft
BMD
wDLy
wDLx
8
2
Lw
Mxx
DLy
=
32
2
Lw
Myy DLx
=
35. Analysis and design of an Industrial roof truss system
3. Analysis and design of purlins
Y
X
wDLy
wDLx
L
Mxx = (wDLy *L) * L/2
Myy = (wDLx *L) * L/2
36. Analysis and design of an Industrial roof truss system
3. Analysis and design of purlins
8
2
Lw
Mxx
DLy
=
32
2
Lw
Myy DLx
=
ftkip −== 05.1
8
20*99.20 2
ftkip −== 15.0
32
20*66.11 2
37. Analysis and design of an Industrial roof truss system
3. Analysis and design of purlins
Select American standard channel: C 3 X 4.1
Sxx = 1.10 in3 Syy=0.202 in3
38. Analysis and design of an Industrial roof truss system
3. Analysis and design of purlins
Maximum bending stress:
= 0.66*36 = 23.76 ksi
yy
yy
xx
xx
b
S
M
S
M
f +=
ksi37.20
202.0
12*15.0
10.1
12*05.1
=+=
For bending; Allowable stress,
> fb(20.37 ksi)
Fb= 0.66Fy
So, section C 3 X 4.1 is ok for dead load
39. Analysis and design of an Industrial roof truss system
3. Analysis and design of purlins
Check for Wind Load
3@6 ft = 18 ft
10 ft
L0
L1 L2 L3 L4 L5
L6
U1
U2
U3
U4
U5
29.050
Pitch angle, 01
05.29)
18
10
(tan == −
α V = 100 mph
psfVq 6.25100*00256.000256.0 22
===Basic wind pressure,
40. Wind load analysis for roof truss
For windward surface
≤
≤≤−
≤≤−
≤≤−
=
α
αα
αα
α
0
00
00
0
609.0
6030)9.003.0(
3020)1.207.0(
2007.0
q
q
q
q
P
For leeward surface
qP 7.0−=
P = (0.07*29.05-2.1)*25.6 = -1.7 psf
UDL on the windward side = -1.7*6.86 = -11.66 lb/ft
Purlin spacing
UDL on the Leeward side = - 17.92 *6.86 = -122.93 lb/ft
P = -0.7*25.6 = -17.92 psf
Here Leeward side load will govern
What does the negative sign mean? Suction
41. Analysis and design of an Industrial roof truss system
3. Analysis and design of purlins
Maximum bending stress:
yy
yy
xx
xx
b
S
M
S
M
f +=
202.0
12*15.0
10.1
12*10.5
+=
Why pound is expressed as ‘lb’ ?
libra→ lbpound weight which was libra pondo in Latin.
Resultant load in y-direction = -122.93+20.99 = -101.94 lb/ft
Dead load in y-direction = 20.99 lb/ft (from previous DL calculation)
→101.94 lb/ft
8
2
Lw
Mxx
y
= ftkip −== 10.5
8
20*94.101 2
ftkipsMyy −= 15.0
> Fb(23.76 ksi)ksi57.63= Not ok
42. Analysis and design of an Industrial roof truss system
3. Analysis and design of purlins
Next trail channel: C 4 X 7.25
Sxx = 2.29 in3 Syy=0.343 in3
43. Analysis and design of an Industrial roof truss system
3. Analysis and design of purlins
yy
yy
xx
xx
b
S
M
S
M
f +=
343.0
12*15.0
29.2
12*10.5
+=
ksi97.31= > Fb(23.76 ksi)
Not ok
44. Analysis and design of an Industrial roof truss system
3. Analysis and design of purlins
Next trail channel: C 5 X 6.7
Sxx = 3.00 in3 Syy=0.378 in3
45. Analysis and design of an Industrial roof truss system
3. Analysis and design of purlins
yy
yy
xx
xx
b
S
M
S
M
f +=
378.0
12*15.0
00.3
12*10.5
+=
ksi16.25= > Fb(23.76 ksi)
Not ok
e oe oe oe o !!!
46. Analysis and design of an Industrial roof truss system
3. Analysis and design of purlins
Next trail channel: C 5 X 9
Sxx = 3.56 in3 Syy=0.450 in3
47. Analysis and design of an Industrial roof truss system
3. Analysis and design of purlins
i.e. 9/6.86 = 1.31 psf
yy
yy
xx
xx
b
S
M
S
M
f +=
450.0
12*15.0
56.3
12*10.5
+=
So, C 5 X 9 is the final Purlin section
ksi19.21= < Fb(23.76 ksi)
যযযয !!!!!!!! ok
Check
Self weight of purlin = 9 lb/ft
< 1.5 psf (assumed self wt.)
48. Analysis and design of an Industrial roof truss system
4. Analysis and design of sagrods
For the detail computation of reaction please go through:
Strength of materials-by Singer; pp-285, Prob.-828
For X-direction
L/2 =10 ft L/2 = 10 ft
wDLx = 11.66 lb/ft
LwDLx
8
3 LwDLx
8
3
LwDLx
8
5
Tensile Force on sagrod = Midspan reaction
LwF DLx
8
5
=
A round bar of dia (3/8) inch will be adequate.
≈== lbF 75.14520*66.11*
8
5
kips15.0
49. Analysis and design of an Industrial roof truss system
4. Analysis and design of sagrods
Assuming that the bolt threads will reduce the effective
diameter by (1/16) inch.
Net X-sectional area =
2
2
077.0
16
1
8
3
*
4
in=
−
π
Allowable stress in tension, Ft = 0.6 Fy = 21.6 ksi
The rod is able to carry a load of 21.6*0.077 = 1.66 kips>> F
So, #3 or (3/8) inch round rod will be used as sagrod