Truss Plan Timber.pdf
•
0 likes•584 views
This document appears to be engineering plans for a universal truss system with the following key details: - It is for a structure located at 52 Sheppard Street in Canberra for the HUME Institute of Technology. - The general design specifications include a wind speed of 40m/s, steel deck roofing material, and 10mm plaster ceiling. - The plan shows the layout, dimensions, and design of trusses to form the roof system, including truss spacing, chord restraints, pitch, and overhang specifications. - Notes provide additional design details for individual trusses and gable end framing.
Report
Share
Report
Share
Download to read offline
![0
0
0
�.
R2
Lt)
�
I'-
N
1S2A
3 DG2
0 C2
Lt)
�I
C3
R1
<(],,
Unjver�al Trusses
52 Sheppard Street Client: Canberra
HUME Institute ofTechnology
ACT 2620 Site: G BLOCK Job:
40916A
Verified by:
ABN: 86 0846 77190 BRUCE CAMPUS
Tele hone: 02 6260 �S-ca
..,..
,e-: .,...1 -: 4
=
5-....,....,0
,,._
a
..,..
te-: ..,..,13
!-,,
/09/2019 DraNl1 B : Micha
,),
.J:
k
...
11
(f)
X
(0
.
..
-
/
=
✓I
�,: "
f!G'
I
I
r ('I)
0:: (.)
k
k
2500
* 1
5
0°----?r
R2
""'
...
/ d I
ii Jz3
,,.,
v:;-
-
/
: J
/�/d V
.
"'
i
N N
(.) """)
2500
N
(.)
C� A-
J II � ·�
!l
CBA
• � - 'I
I I
�
(.)
I
i! "
ii l�l
�..a
r
r r 'l
,n
0::(9 (fJ V
(fJ 0
�----
r�
r r
(.) 0::
%u,7/48757f
4000 (') � (') ·�
<I.
R1
C1
J1
C1
R1
�7
0
Lt)
N
N
0
I Lt)
I'-
.�
GonoralDefaults
Design Wind Spood =40.m's, N2Wind Classlflcatlon
Roof Material:SteelDock (900 crs)
eemng Material: 10mm Plastor/battened
Top Chord Restraints: 900 rrm
Bottom Chord Restraints:450 mm
Truss Spacln�40Dmm
ExtemaJ Pressure CoefflcJent..Q.6
Internal Pr8SSUfO Coefficient 02
Pitch:20. degrees
Overhang: 200 mm
Note:D8S!gn data for Individual trusses may vary
GABLE EAVE:
- FIRST TRUSS SETBACK 120mm FROM OUTSIDE FRAME
- USE HD OUTRIGGERS @ 900CTS
- STRAP TO FIRST 2 TRUSSES WITH CT600
3ODEGI](https://image.slidesharecdn.com/trussplantimber-220907032049-fd218b71/85/Truss-Plan-Timber-pdf-1-320.jpg)
Recommended
IRJET- Design of Bell-Mouth Spillway at Barvi Dam
This document describes the design of a bell-mouth spillway for the Barvi Dam located in India. Key aspects of the design include:
1) Calculating the design flood of 3118 cubic meters per second based on rainfall data and catchment area.
2) Designing a bell-mouth spillway with a 10.3 meter diameter shaft, 5.15 meter bottom diameter, and 305 cubic meters per second discharge capacity.
3) Designing a 61.25 meter long tunnel with a 5.6 meter diameter to convey water from the spillway.
4) Analyzing hydraulic forces and stresses on the spillway structure and ensuring factors of safety against overturning and sliding are sufficient.
Design and analysis of school building
Explains in detail about the planning and designing of a G + 2 school building both manually and using software (STAAD Pro).
With the reference with this we could design a building of a school with 2 blocks and G + 2 building.
Benjamin Richard Stallings
Benjamin Stallings attended the United States Merchant Marine Academy from 2010 to 2014, graduating with a Bachelor of Science in Marine Engineering and Shipyard Management. Over the course of his education, he took courses in engineering, mathematics, science, navigation, and maritime professional studies. His grades ranged from A's to D's, with an overall cumulative quality point average of 2.987. Upon graduation, he ranked 117 out of 224 in his class and 14 out of 28 in his major.
B.3. RESISTANCE C3
This document contains drawings and specifications for building foundations and reinforcement. It includes 33 pages with various diagrams showing foundation plans, reinforcement details for slabs, columns, beams and other structural elements, and materials specifications. Page sizes range from A1 to A4 and include both landscape and portrait orientations.
SARNATH-PROFILE-CAE
The document provides details of various CAE projects completed by Sarnath for different clients. It lists 13 clients from various industries that Sarnath has worked with on FEA, CFD and other simulation projects. It then describes Sarnath's domain expertise which includes customization, FEA, CFD, structural design, lean manufacturing, product development and reverse engineering. Finally, it provides brief descriptions and details of 20 different CAE projects completed for various clients across industries.
LCC Transcript
This document is a transcript for Ana Maria Espinoza that summarizes her educational experience. It shows that she earned a Certificate of Completion in Fashion Merchandising and Design Technology and Apparel Production Technology from Foreign High School. She also earned an Associate in Applied Sciences degree in Fashion Merchandising and Design Technology from the issuing institution, with honors of Summa Cum Laude. The transcript lists the courses she took each semester, her grades, and grade point averages.
Lecture7_2021_v2.pdf
This document summarizes the key topics discussed in a lecture on project scheduling and earned value analysis. It includes homework solutions for schedule crashing and EVA. The lecturer discussed crashing activities to shorten a project duration while minimizing costs. They provided examples of identifying critical paths, calculating crash costs, and determining the optimal project duration and cost. Solutions were also given for an EVA tutorial involving calculating BCWS, BCWP, ACWP, CPI, EAC and project slippage. Students were assigned homework on these topics to complete online.
B. Tech Certificates
This document is a grade card for Aritra Roy, a student of civil engineering at Adamas Institute of Technology. It summarizes their academic performance over 8 semesters, listing the courses taken each semester along with the grades/points received. Overall, Aritra performed very well, maintaining a Yearly Grade Point Average (YGPA) above 7 each year and graduating with a final YGPA of 9.19.
Recommended
IRJET- Design of Bell-Mouth Spillway at Barvi Dam
This document describes the design of a bell-mouth spillway for the Barvi Dam located in India. Key aspects of the design include:
1) Calculating the design flood of 3118 cubic meters per second based on rainfall data and catchment area.
2) Designing a bell-mouth spillway with a 10.3 meter diameter shaft, 5.15 meter bottom diameter, and 305 cubic meters per second discharge capacity.
3) Designing a 61.25 meter long tunnel with a 5.6 meter diameter to convey water from the spillway.
4) Analyzing hydraulic forces and stresses on the spillway structure and ensuring factors of safety against overturning and sliding are sufficient.
Design and analysis of school building
Explains in detail about the planning and designing of a G + 2 school building both manually and using software (STAAD Pro).
With the reference with this we could design a building of a school with 2 blocks and G + 2 building.
Benjamin Richard Stallings
Benjamin Stallings attended the United States Merchant Marine Academy from 2010 to 2014, graduating with a Bachelor of Science in Marine Engineering and Shipyard Management. Over the course of his education, he took courses in engineering, mathematics, science, navigation, and maritime professional studies. His grades ranged from A's to D's, with an overall cumulative quality point average of 2.987. Upon graduation, he ranked 117 out of 224 in his class and 14 out of 28 in his major.
B.3. RESISTANCE C3
This document contains drawings and specifications for building foundations and reinforcement. It includes 33 pages with various diagrams showing foundation plans, reinforcement details for slabs, columns, beams and other structural elements, and materials specifications. Page sizes range from A1 to A4 and include both landscape and portrait orientations.
SARNATH-PROFILE-CAE
The document provides details of various CAE projects completed by Sarnath for different clients. It lists 13 clients from various industries that Sarnath has worked with on FEA, CFD and other simulation projects. It then describes Sarnath's domain expertise which includes customization, FEA, CFD, structural design, lean manufacturing, product development and reverse engineering. Finally, it provides brief descriptions and details of 20 different CAE projects completed for various clients across industries.
LCC Transcript
This document is a transcript for Ana Maria Espinoza that summarizes her educational experience. It shows that she earned a Certificate of Completion in Fashion Merchandising and Design Technology and Apparel Production Technology from Foreign High School. She also earned an Associate in Applied Sciences degree in Fashion Merchandising and Design Technology from the issuing institution, with honors of Summa Cum Laude. The transcript lists the courses she took each semester, her grades, and grade point averages.
Lecture7_2021_v2.pdf
This document summarizes the key topics discussed in a lecture on project scheduling and earned value analysis. It includes homework solutions for schedule crashing and EVA. The lecturer discussed crashing activities to shorten a project duration while minimizing costs. They provided examples of identifying critical paths, calculating crash costs, and determining the optimal project duration and cost. Solutions were also given for an EVA tutorial involving calculating BCWS, BCWP, ACWP, CPI, EAC and project slippage. Students were assigned homework on these topics to complete online.
B. Tech Certificates
This document is a grade card for Aritra Roy, a student of civil engineering at Adamas Institute of Technology. It summarizes their academic performance over 8 semesters, listing the courses taken each semester along with the grades/points received. Overall, Aritra performed very well, maintaining a Yearly Grade Point Average (YGPA) above 7 each year and graduating with a final YGPA of 9.19.
Tarea 2 hidraulica iii-cabrera arias roberto alejandro
This document discusses two problems involving gradually varied flow in open channels. For the first problem, it calculates the normal depth, critical depth, and flow profile for flow in a trapezoidal channel. It determines the profile is a M1 curve. For the second problem, it analyzes flow under a sluice gate and calculates the flow profile downstream, determining it is a M3 curve.
Free heat convection |HEAT TRANSFER Laboratory
SAIF ALDIN ALI MADIN
سيف الدين علي ماضي
S96aif@gmail.com
Experiment Name: Free Heat Convection from a Horizontal Heated
Cylinder
2. Experiment Aim:
1. Calculating the free heat convection coefficient (ℎ푁퐶) for a
horizontal heated solid cylinder.
2. Find the relationship between RaNo. And NuNo. for fluid flow
around a cylinder
Analysis and design of 15 storey office and
This project involves the analysis and design of a 15-story office and commercial building using ETABS software. Key aspects of the project include modeling the building geometrically and with materials, running various load combinations and analysis types, designing structural elements like beams, columns, slabs, and shear walls, and evaluating serviceability requirements. The project demonstrates the modeling, analysis, and design process according to applicable codes.
Analysis and design of 15 storey office and
This project involves the analysis and design of a 15-story office and commercial building using ETABS software. Key aspects of the project include modeling the building geometrically and with materials, running various load combinations and analysis types, designing structural elements like beams, columns, slabs, and shear walls, and evaluating serviceability requirements. The results presented include deflections, story drifts, reinforcement details for representative columns, beams, slabs, and shear walls that meet design code specifications.
Theory and Methods for Unsupervised Anomaly Detection in Sounds Based on Deep...
"Theory and Methods for Unsupervised Anomaly Detection in Sounds Based on Deep Learning," at University of Surrey, 2019.
Modern power system analysis. By D.P. and Nagrath, I.J., 2003. Tata McGraw-Hi...
Modern power system analysis. By D.P. and Nagrath, I.J., 2003. Tata McGraw-Hill Publishing Company. solution
Study project - Traffic engineering 2019
Signal Setting Design and Synchronization in Via Tuscolana (Italy, Rome):
- Macro and Micro-simulation for transport arteria (Current situation and project) in PTV Visum and PTV Vissim
- Drawing Traffic Organization schemes
- Calculation of Traffic lights for each intersections
Pipe insulation efficiency study unit |HEAT TRANSFER Laboratory
The document describes an experiment to study the efficiency of pipe insulation. Steam is passed through four vertical pipes - three covered with different insulating materials and one uncovered. The amount of condensate collected from each pipe is measured to calculate the heat lost and determine the thermal conductivity of the insulating materials. Calculations are shown for the three insulated pipes using parameters like steam temperature and pressure, insulation thickness, and condensate mass. The thermal conductivity is found to vary with temperature for each material.
Armadura Simetrica.pdf
This document provides calculations to determine the symmetric reinforcement of a beam. It gives the beam dimensions, material properties of concrete and steel, and load information. It then shows calculations for four trial designs, checking each against different limit states to find the reinforcement amounts. The final design has a reinforcement of 24.805 cm^2 for both the top and bottom of the beam.
Design and analasys of a g+2 residential building
Design and analasys of a g+2 residential building => No nEEd FoH WoRk , Um gOod cOnsUMer oF PArentx MOnEy
This document summarizes the design of a one-way slab for a multi-story building. Key steps include:
1) Determining the effective span is 3.125m based on the room dimensions and support thickness.
2) Calculating the factored bending moment of 5.722 kNm/m based on the loads and effective span.
3) Checking that the provided depth of 150mm is greater than the required depth of 45.53mm.
4) Sizing the main reinforcement as 130mm^2 based on the factored moment and concrete properties.
5) Specifying 10mm diameter bars spaced at 300mm centers along the shorter span.finalprojectreportg2-141218075116-conversion-gate01 (1).pdf
This document presents the design of a multistory residential building with 3 floors above ground level. It includes the analysis of the building frame using Kani's method to calculate fixed end moments at each joint. The design of structural elements like one-way slabs, columns, staircases and footings are detailed. For the one-way slab design of a typical floor bay, the loading, bending moment calculation, steel reinforcement sizing and spacing are demonstrated. The project follows codal provisions of IS 456 for the analysis and design of the reinforced concrete structure.
1401-ROYAL-VISTAWAY-A-2.0
1. The document appears to be architectural plans and drawings for an office building project located at 12 Royal Vista Way NW in Calgary, Alberta.
2. The drawings include floor plans, elevations, sections, and details showing the layout of the building including units, stairs, storage areas, parking levels, and vertical elements.
3. Dimensioned drawings provide measurements and technical specifications for the building construction including heights of floors, roof, and other building elements.
Analysis, Design, and Estimation of Multi-Storied Institutional Building by u...
This document describes the analysis and design of a 4-story institutional building using ETABS software. It includes the modeling of the building in ETABS, performing analysis to obtain results like shear and bending moment diagrams, and designing structural elements like slabs, beams, columns, and footings. The design of these elements is checked against limit state design provisions in the Indian code IS 456:2000. The analysis results from ETABS are also compared with manual calculations to verify the model. Key aspects like load calculation, reinforcement detailing, and dimension checking are described for various structural components.
DESERT SPRINGS UNIT 3 - LOT 1 PROPOSED DEVELOPMENT
This document provides a proposed site development plan for a property located at 1751 Trans Mountain Road in El Paso, Texas. The plan shows four buildings totaling 53,184 square feet on a 200,135 square foot lot. It includes calculations for required parking, landscaping, and building information such as construction type and occupancy. A total of 185 parking spaces are provided to meet the 184 required for the proposed uses.
Sample
This document provides specifications for a technical delivery of an item for Job NEM-LD-03 Drawing No. NEM-LD-03-01. It specifies that two caps are required as per the attached Material Requisition Report for size, tolerance, material, and other requirements. Testing reports and markings will be as required in the Material Requisition Report. Heat treatment and any supplementary requirements will also follow the specifications in the attached report.
Buffer Overflows Presentation
This document discusses buffer overflow exploits and remote network exploits. It provides examples of assembler code that creates a listener on port 30464 to demonstrate how an exploit works. It also discusses ways to prevent unwanted security breaches like staying aware of exploits, proofing code for vulnerabilities, and recompiling executables on each machine. Questions are posed at the end for further discussion.
elsegundoporTBINDER008
This document provides structural calculations for a residential addition project located at 1435 Maple Ave. in El Segundo, CA. It includes design criteria, load assumptions, and calculations to size various beams and headers for the new two-story addition. Revisions from March 2015 through June 2016 address additional beams added, load updates, and shear wall and stud revisions.
Elsegundopor tbinder008
This document provides structural calculations for beams and headers for a new two-story addition to an existing single family residence. It includes design criteria, load assumptions, and calculations checking the capacity of existing and proposed beams. Calculations are shown for five different beam locations, sizing existing beams and proposing replacement beam sizes. Revisions from previous submittals and additional sheets are also noted.
COMPARATIVE STUDY ON ANALYSIS AND DESIGN OF TRUSS USING MANUAL CALCULATIONS A...
This document compares the analysis and design of a truss structure using manual calculations and STAAD Pro software. It first describes the manual design process, including defining the truss geometry and loads. The loads considered are dead load, live load, and wind load. Reactions and member forces are then calculated manually. Next, it outlines the process for modeling the same truss in STAAD Pro, applying loads and properties, and generating results. Stress results for various truss members under different load combinations are presented from both the manual calculations and STAAD Pro. Graphs of the maximum loads on different member types are also shown. The document aims to compare the accuracy of manual and STAAD Pro methods for truss
Water resources hydrograph
A student calculated the rainfall intensity and flow rate (Q) for minor (12-month ARI) and major (10-year ARI) storms in Hometown, Bukit Mertajam. For the minor storm, the rainfall intensity was 87.5069 mm/hr and Q was 5.80 m3/s. For the major storm, the rainfall intensity was higher at 160.4912 mm/hr and Q increased to 10.64 m3/s. The calculations involved determining the time of concentration, applying rainfall intensity formulas from tables, and using the rational method to derive Q.
Place and Fix Reinforcement Materials Intro (2023 Edit).pptx
Steel reinforcement is used to strengthen concrete. Deformed steel bars or welded wire mesh are installed in formwork before pouring concrete. This creates a composite material with increased tensile and shear strength. Reinforcement prevents cracking and failure of concrete under loads. Common reinforcement materials include deformed bars, fabric mesh, and trench mesh configured for specific uses. Proper installation of reinforcement and vapor barriers is important for concrete strength and preventing moisture issues.
Demolition - 7 Process' of demolition Scenarios.pptx
This document lists various structures and items that may require demolition including a free standing carport, pergola or patio, a brick wall with color-bond fence, a small concrete pool, a timber clad wood shed, internal walls and joinery in a house, and external sections of a house once the internal structure has been demolished.
More Related Content
Similar to Truss Plan Timber.pdf
Tarea 2 hidraulica iii-cabrera arias roberto alejandro
This document discusses two problems involving gradually varied flow in open channels. For the first problem, it calculates the normal depth, critical depth, and flow profile for flow in a trapezoidal channel. It determines the profile is a M1 curve. For the second problem, it analyzes flow under a sluice gate and calculates the flow profile downstream, determining it is a M3 curve.
Free heat convection |HEAT TRANSFER Laboratory
SAIF ALDIN ALI MADIN
سيف الدين علي ماضي
S96aif@gmail.com
Experiment Name: Free Heat Convection from a Horizontal Heated
Cylinder
2. Experiment Aim:
1. Calculating the free heat convection coefficient (ℎ푁퐶) for a
horizontal heated solid cylinder.
2. Find the relationship between RaNo. And NuNo. for fluid flow
around a cylinder
Analysis and design of 15 storey office and
This project involves the analysis and design of a 15-story office and commercial building using ETABS software. Key aspects of the project include modeling the building geometrically and with materials, running various load combinations and analysis types, designing structural elements like beams, columns, slabs, and shear walls, and evaluating serviceability requirements. The project demonstrates the modeling, analysis, and design process according to applicable codes.
Analysis and design of 15 storey office and
This project involves the analysis and design of a 15-story office and commercial building using ETABS software. Key aspects of the project include modeling the building geometrically and with materials, running various load combinations and analysis types, designing structural elements like beams, columns, slabs, and shear walls, and evaluating serviceability requirements. The results presented include deflections, story drifts, reinforcement details for representative columns, beams, slabs, and shear walls that meet design code specifications.
Theory and Methods for Unsupervised Anomaly Detection in Sounds Based on Deep...
"Theory and Methods for Unsupervised Anomaly Detection in Sounds Based on Deep Learning," at University of Surrey, 2019.
Modern power system analysis. By D.P. and Nagrath, I.J., 2003. Tata McGraw-Hi...
Modern power system analysis. By D.P. and Nagrath, I.J., 2003. Tata McGraw-Hill Publishing Company. solution
Study project - Traffic engineering 2019
Signal Setting Design and Synchronization in Via Tuscolana (Italy, Rome):
- Macro and Micro-simulation for transport arteria (Current situation and project) in PTV Visum and PTV Vissim
- Drawing Traffic Organization schemes
- Calculation of Traffic lights for each intersections
Pipe insulation efficiency study unit |HEAT TRANSFER Laboratory
The document describes an experiment to study the efficiency of pipe insulation. Steam is passed through four vertical pipes - three covered with different insulating materials and one uncovered. The amount of condensate collected from each pipe is measured to calculate the heat lost and determine the thermal conductivity of the insulating materials. Calculations are shown for the three insulated pipes using parameters like steam temperature and pressure, insulation thickness, and condensate mass. The thermal conductivity is found to vary with temperature for each material.
Armadura Simetrica.pdf
This document provides calculations to determine the symmetric reinforcement of a beam. It gives the beam dimensions, material properties of concrete and steel, and load information. It then shows calculations for four trial designs, checking each against different limit states to find the reinforcement amounts. The final design has a reinforcement of 24.805 cm^2 for both the top and bottom of the beam.
Design and analasys of a g+2 residential building
Design and analasys of a g+2 residential building => No nEEd FoH WoRk , Um gOod cOnsUMer oF PArentx MOnEy
This document summarizes the design of a one-way slab for a multi-story building. Key steps include:
1) Determining the effective span is 3.125m based on the room dimensions and support thickness.
2) Calculating the factored bending moment of 5.722 kNm/m based on the loads and effective span.
3) Checking that the provided depth of 150mm is greater than the required depth of 45.53mm.
4) Sizing the main reinforcement as 130mm^2 based on the factored moment and concrete properties.
5) Specifying 10mm diameter bars spaced at 300mm centers along the shorter span.finalprojectreportg2-141218075116-conversion-gate01 (1).pdf
This document presents the design of a multistory residential building with 3 floors above ground level. It includes the analysis of the building frame using Kani's method to calculate fixed end moments at each joint. The design of structural elements like one-way slabs, columns, staircases and footings are detailed. For the one-way slab design of a typical floor bay, the loading, bending moment calculation, steel reinforcement sizing and spacing are demonstrated. The project follows codal provisions of IS 456 for the analysis and design of the reinforced concrete structure.
1401-ROYAL-VISTAWAY-A-2.0
1. The document appears to be architectural plans and drawings for an office building project located at 12 Royal Vista Way NW in Calgary, Alberta.
2. The drawings include floor plans, elevations, sections, and details showing the layout of the building including units, stairs, storage areas, parking levels, and vertical elements.
3. Dimensioned drawings provide measurements and technical specifications for the building construction including heights of floors, roof, and other building elements.
Analysis, Design, and Estimation of Multi-Storied Institutional Building by u...
This document describes the analysis and design of a 4-story institutional building using ETABS software. It includes the modeling of the building in ETABS, performing analysis to obtain results like shear and bending moment diagrams, and designing structural elements like slabs, beams, columns, and footings. The design of these elements is checked against limit state design provisions in the Indian code IS 456:2000. The analysis results from ETABS are also compared with manual calculations to verify the model. Key aspects like load calculation, reinforcement detailing, and dimension checking are described for various structural components.
DESERT SPRINGS UNIT 3 - LOT 1 PROPOSED DEVELOPMENT
This document provides a proposed site development plan for a property located at 1751 Trans Mountain Road in El Paso, Texas. The plan shows four buildings totaling 53,184 square feet on a 200,135 square foot lot. It includes calculations for required parking, landscaping, and building information such as construction type and occupancy. A total of 185 parking spaces are provided to meet the 184 required for the proposed uses.
Sample
This document provides specifications for a technical delivery of an item for Job NEM-LD-03 Drawing No. NEM-LD-03-01. It specifies that two caps are required as per the attached Material Requisition Report for size, tolerance, material, and other requirements. Testing reports and markings will be as required in the Material Requisition Report. Heat treatment and any supplementary requirements will also follow the specifications in the attached report.
Buffer Overflows Presentation
This document discusses buffer overflow exploits and remote network exploits. It provides examples of assembler code that creates a listener on port 30464 to demonstrate how an exploit works. It also discusses ways to prevent unwanted security breaches like staying aware of exploits, proofing code for vulnerabilities, and recompiling executables on each machine. Questions are posed at the end for further discussion.
elsegundoporTBINDER008
This document provides structural calculations for a residential addition project located at 1435 Maple Ave. in El Segundo, CA. It includes design criteria, load assumptions, and calculations to size various beams and headers for the new two-story addition. Revisions from March 2015 through June 2016 address additional beams added, load updates, and shear wall and stud revisions.
Elsegundopor tbinder008
This document provides structural calculations for beams and headers for a new two-story addition to an existing single family residence. It includes design criteria, load assumptions, and calculations checking the capacity of existing and proposed beams. Calculations are shown for five different beam locations, sizing existing beams and proposing replacement beam sizes. Revisions from previous submittals and additional sheets are also noted.
COMPARATIVE STUDY ON ANALYSIS AND DESIGN OF TRUSS USING MANUAL CALCULATIONS A...
This document compares the analysis and design of a truss structure using manual calculations and STAAD Pro software. It first describes the manual design process, including defining the truss geometry and loads. The loads considered are dead load, live load, and wind load. Reactions and member forces are then calculated manually. Next, it outlines the process for modeling the same truss in STAAD Pro, applying loads and properties, and generating results. Stress results for various truss members under different load combinations are presented from both the manual calculations and STAAD Pro. Graphs of the maximum loads on different member types are also shown. The document aims to compare the accuracy of manual and STAAD Pro methods for truss
Water resources hydrograph
A student calculated the rainfall intensity and flow rate (Q) for minor (12-month ARI) and major (10-year ARI) storms in Hometown, Bukit Mertajam. For the minor storm, the rainfall intensity was 87.5069 mm/hr and Q was 5.80 m3/s. For the major storm, the rainfall intensity was higher at 160.4912 mm/hr and Q increased to 10.64 m3/s. The calculations involved determining the time of concentration, applying rainfall intensity formulas from tables, and using the rational method to derive Q.
Similar to Truss Plan Timber.pdf (20)
Tarea 2 hidraulica iii-cabrera arias roberto alejandro
Tarea 2 hidraulica iii-cabrera arias roberto alejandro
Theory and Methods for Unsupervised Anomaly Detection in Sounds Based on Deep...
Theory and Methods for Unsupervised Anomaly Detection in Sounds Based on Deep...
Modern power system analysis. By D.P. and Nagrath, I.J., 2003. Tata McGraw-Hi...
Modern power system analysis. By D.P. and Nagrath, I.J., 2003. Tata McGraw-Hi...
Pipe insulation efficiency study unit |HEAT TRANSFER Laboratory
Pipe insulation efficiency study unit |HEAT TRANSFER Laboratory
finalprojectreportg2-141218075116-conversion-gate01 (1).pdf
finalprojectreportg2-141218075116-conversion-gate01 (1).pdf
Analysis, Design, and Estimation of Multi-Storied Institutional Building by u...
Analysis, Design, and Estimation of Multi-Storied Institutional Building by u...
DESERT SPRINGS UNIT 3 - LOT 1 PROPOSED DEVELOPMENT
DESERT SPRINGS UNIT 3 - LOT 1 PROPOSED DEVELOPMENT
COMPARATIVE STUDY ON ANALYSIS AND DESIGN OF TRUSS USING MANUAL CALCULATIONS A...
COMPARATIVE STUDY ON ANALYSIS AND DESIGN OF TRUSS USING MANUAL CALCULATIONS A...
More from Canberra Institute of technology
Place and Fix Reinforcement Materials Intro (2023 Edit).pptx
Steel reinforcement is used to strengthen concrete. Deformed steel bars or welded wire mesh are installed in formwork before pouring concrete. This creates a composite material with increased tensile and shear strength. Reinforcement prevents cracking and failure of concrete under loads. Common reinforcement materials include deformed bars, fabric mesh, and trench mesh configured for specific uses. Proper installation of reinforcement and vapor barriers is important for concrete strength and preventing moisture issues.
Demolition - 7 Process' of demolition Scenarios.pptx
This document lists various structures and items that may require demolition including a free standing carport, pergola or patio, a brick wall with color-bond fence, a small concrete pool, a timber clad wood shed, internal walls and joinery in a house, and external sections of a house once the internal structure has been demolished.
Practical Assessment_ Repair wall and floor tiling.docx
This document outlines the instructions and assessment criteria for a student to complete a practical assessment repairing and replacing wall and floor tiles. The student must remove and replace a minimum of three damaged wall tiles on different substrates and eight damaged floor tiles. They must follow safety procedures, correctly install tiles with adhesive and waterproofing, clean up their work area, and submit documentation and photos of their completed work. The student will have two attempts to successfully demonstrate their tiling skills based on a checklist of criteria.
Hansens Lodge Take-off.pdf
This document contains revisions to the Hanson's Lodge project plans. The revisions include updated window schedules, brick hatching, prices, and additional details on roofing and cost centers. The document provides site plans, elevations, sections, and schedules for the proposed residence, carport, and verandah. Details are given for framing, footings, windows, doors, and other building elements.
Small House Plans & Calculations.pdf
This document contains revisions to a residential construction project including calculation sheets to determine material requirements. It includes a plan view, elevations, schedules and 5 calculation sheets to determine quantities of materials needed for internal linings, external cladding, roofing, concrete slab, timber wall frame, timber roof and flooring. The latest revision on 18/10/2022 updated missing measurements on the plan view.
Deck and Screen plans & Calculations
The document provides plans, specifications, drawings and calculations for the construction of a deck and screen wall. It includes a title page, 5 pages of drawings showing plans, elevations and section views of the deck and screen wall, a materials schedule and costing table, calculation sheets, work schedules and pricing information for materials.
CIT Subject Guide EPT
CPCCCA3027 - Set up, operate and maintain indirect action powder-actuated power tools -CIT Subject Guide EPT
Hansens Lodge for Plan and Organise
This document contains revisions to the Hanson's Lodge project plans. The revisions include updated window schedules, brick hatching, prices, and additional details on roofing and cost centers. A new roof plan was also added. The document provides site plans, elevations, sections, and schedules for windows, doors, framing and other project details. Revisions have been made on five different dates between May 2022 and October 2022.
Work Effectively and Sustainably_Student Practical Assessment.docx
This document provides instructions and assessment materials for a construction industry practical assessment involving working effectively as a team. Students are to complete the assessment as part of a team task and related documentation, including materials lists, toolbox talks, and a report evaluating the team's planning, roles, skills, and environmental considerations. The assessment consists of collaborative teamwork during a practical construction task, followed by individual documentation and reflection uploaded to an online portal.
Hansens Lodge version 1.2 updated Layout for Ready skills updated on 171022.pdf
Hansens Lodge version 1.2 updated Layout for Ready skills updated on 171022.pdfCanberra Institute of technology
This document contains revisions to the Hanson's Lodge project plans. The revisions include updated window schedules, brick hatching, prices, and additional details on roofing and cost centers. A new roof plan was also added. The document provides site plans, elevations, sections and details of the proposed residence and includes schedules for windows, doors, timber framing and other project specifications.Axon Cladding Installation Guide
This document provides installation guidelines for James Hardie Axon cladding. It includes information on:
- Sheet sizes and accessories for Axon cladding
- Framing requirements including minimum stud sizes and spacing based on wind load classifications
- Safe working practices for cutting including using dust-reducing saws and appropriate respirators
- Moisture management requirements including installing a weather barrier under the cladding
- Design considerations such as ground clearances, termite protection, and fire ratings that can be achieved.
Woodhouse installation guide for cladding boards
This document provides installation guidelines for Woodhouse Timber Company's Weatherproof cladding boards. It discusses the sizes and profiles available, requirements under the National Construction Code regarding structural performance and weatherproofing, fire safety considerations for different building classes, bushfire rating requirements, and guidelines for proper storage, handling, acclimation and installation to allow for moisture movement of the timber cladding over time. Attention to flashing, sealing cuts and ends, and designing for drainage is advised to protect the cladding from expansion and shrinkage due to changes in moisture content.
Optical Dumpy Enlarge staff reading.docx
This short document contains 5 sections labeled A through E. It appears to be an outline or listing of topics but provides no other context or details about the content of each section.
Cladding introduction class presentation
Cladding is made up of four layers that protect the exterior of a structure: a thermal and vapour barrier, a cavity for airflow, cladding material like boards or panels, and flashings. The barrier stops moisture from entering while the cavity allows drying; cladding protects these layers from weather. Flashings weatherproof intersections to direct water away from the structure. Together, these layers keep buildings dry, comfortable and protected from the elements.
Practical assessment 2 - Install horizontal weatherboards to internal corner
Practical assessment 2 - Install horizontal weatherboards to internal cornerCanberra Institute of technology
Practical assessment 2 - Install horizontal weatherboards to internal corner.
CPCCCA3017 - Install exterior claddingPractical Assessment 1 - Install horizontal weatherboards
This document provides instructions for assessing a student's practical installation of exterior cladding. It outlines the tasks the student must complete, including installing weatherboards around corners, windows and doors. The student will have up to four hours to complete the assessment and at least two attempts if not satisfactory on the first try. The document provides detailed instructions on correctly installing the cladding materials according to manufacturer's specifications and safety standards.
Practical assessment 3 - Install horizontal and vertical sheet panels
Practical assessment 3 - Install horizontal and vertical sheet panels Canberra Institute of technology
Practical assessment 3 - Install horizontal and vertical sheet panels.
CPCCCA3017 - Install exterior claddingMakita cold cut manual
The document is an instruction manual for a cordless metal cutter. It provides specifications for the tool such as its blade diameter, maximum cutting depth, voltage, weight, and applicable battery cartridges and chargers. It also contains safety warnings and instructions for proper use, including maintaining control of the tool, keeping hands away from the cutting area, risks of kickback, and ensuring the guard is working properly. Symbols used on the tool are defined. Noise and vibration levels are specified according to industry standards.
Small House Calculations
This document contains calculations and material schedules for a proposed residence project. It includes plans, elevations, and sections of the design. Calculation sheets determine quantities of materials needed for internal linings, cladding, roofing, concrete slab, timber framing, flooring, and more. Annexes specify material choices for various components. The document was initially released on June 15, 2022 as Version 1.0 and was updated on August 31, 2022 to Version 1.1 with additional details.
More from Canberra Institute of technology (20)
Place and Fix Reinforcement Materials Intro (2023 Edit).pptx
Place and Fix Reinforcement Materials Intro (2023 Edit).pptx
Demolition - 7 Process' of demolition Scenarios.pptx
Demolition - 7 Process' of demolition Scenarios.pptx
Practical Assessment_ Repair wall and floor tiling.docx
Practical Assessment_ Repair wall and floor tiling.docx
Work Effectively and Sustainably_Student Practical Assessment.docx
Work Effectively and Sustainably_Student Practical Assessment.docx
Hansens Lodge version 1.2 updated Layout for Ready skills updated on 171022.pdf
Hansens Lodge version 1.2 updated Layout for Ready skills updated on 171022.pdf
Practical assessment 2 - Install horizontal weatherboards to internal corner
Practical assessment 2 - Install horizontal weatherboards to internal corner
Practical Assessment 1 - Install horizontal weatherboards
Practical Assessment 1 - Install horizontal weatherboards
Practical assessment 3 - Install horizontal and vertical sheet panels
Practical assessment 3 - Install horizontal and vertical sheet panels
Recently uploaded
BÀI TẬP BỔ TRỢ TIẾNG ANH LỚP 9 CẢ NĂM - GLOBAL SUCCESS - NĂM HỌC 2024-2025 - ...
BÀI TẬP BỔ TRỢ TIẾNG ANH LỚP 9 CẢ NĂM - GLOBAL SUCCESS - NĂM HỌC 2024-2025 - ...Nguyen Thanh Tu Collection
https://app.box.com/s/tacvl9ekroe9hqupdnjruiypvm9rdaneTemple of Asclepius in Thrace. Excavation results
The temple and the sanctuary around were dedicated to Asklepios Zmidrenus. This name has been known since 1875 when an inscription dedicated to him was discovered in Rome. The inscription is dated in 227 AD and was left by soldiers originating from the city of Philippopolis (modern Plovdiv).
RHEOLOGY Physical pharmaceutics-II notes for B.pharm 4th sem students
Physical pharmaceutics notes for B.pharm students
Advanced Java[Extra Concepts, Not Difficult].docx
This is part 2 of my Java Learning Journey. This contains Hashing, ArrayList, LinkedList, Date and Time Classes, Calendar Class and more.
How to Make a Field Mandatory in Odoo 17
In Odoo, making a field required can be done through both Python code and XML views. When you set the required attribute to True in Python code, it makes the field required across all views where it's used. Conversely, when you set the required attribute in XML views, it makes the field required only in the context of that particular view.
Constructing Your Course Container for Effective Communication
Communicating effectively and consistently with students can help them feel at ease during their learning experience and provide the instructor with a communication trail to track the course's progress. This workshop will take you through constructing an engaging course container to facilitate effective communication.
Your Skill Boost Masterclass: Strategies for Effective Upskilling
Your Skill Boost Masterclass: Strategies for Effective UpskillingExcellence Foundation for South Sudan
Strategies for Effective Upskilling is a presentation by Chinwendu Peace in a Your Skill Boost Masterclass organisation by the Excellence Foundation for South Sudan on 08th and 09th June 2024 from 1 PM to 3 PM on each day.Wound healing PPT
This document provides an overview of wound healing, its functions, stages, mechanisms, factors affecting it, and complications.
A wound is a break in the integrity of the skin or tissues, which may be associated with disruption of the structure and function.
Healing is the body’s response to injury in an attempt to restore normal structure and functions.
Healing can occur in two ways: Regeneration and Repair
There are 4 phases of wound healing: hemostasis, inflammation, proliferation, and remodeling. This document also describes the mechanism of wound healing. Factors that affect healing include infection, uncontrolled diabetes, poor nutrition, age, anemia, the presence of foreign bodies, etc.
Complications of wound healing like infection, hyperpigmentation of scar, contractures, and keloid formation.
Solutons Maths Escape Room Spatial .pptx
Solutions of Puzzles of Mathematics Escape Room Game in Spatial.io
Chapter wise All Notes of First year Basic Civil Engineering.pptx
Chapter wise All Notes of First year Basic Civil Engineering
Syllabus
Chapter-1
Introduction to objective, scope and outcome the subject
Chapter 2
Introduction: Scope and Specialization of Civil Engineering, Role of civil Engineer in Society, Impact of infrastructural development on economy of country.
Chapter 3
Surveying: Object Principles & Types of Surveying; Site Plans, Plans & Maps; Scales & Unit of different Measurements.
Linear Measurements: Instruments used. Linear Measurement by Tape, Ranging out Survey Lines and overcoming Obstructions; Measurements on sloping ground; Tape corrections, conventional symbols. Angular Measurements: Instruments used; Introduction to Compass Surveying, Bearings and Longitude & Latitude of a Line, Introduction to total station.
Levelling: Instrument used Object of levelling, Methods of levelling in brief, and Contour maps.
Chapter 4
Buildings: Selection of site for Buildings, Layout of Building Plan, Types of buildings, Plinth area, carpet area, floor space index, Introduction to building byelaws, concept of sun light & ventilation. Components of Buildings & their functions, Basic concept of R.C.C., Introduction to types of foundation
Chapter 5
Transportation: Introduction to Transportation Engineering; Traffic and Road Safety: Types and Characteristics of Various Modes of Transportation; Various Road Traffic Signs, Causes of Accidents and Road Safety Measures.
Chapter 6
Environmental Engineering: Environmental Pollution, Environmental Acts and Regulations, Functional Concepts of Ecology, Basics of Species, Biodiversity, Ecosystem, Hydrological Cycle; Chemical Cycles: Carbon, Nitrogen & Phosphorus; Energy Flow in Ecosystems.
Water Pollution: Water Quality standards, Introduction to Treatment & Disposal of Waste Water. Reuse and Saving of Water, Rain Water Harvesting. Solid Waste Management: Classification of Solid Waste, Collection, Transportation and Disposal of Solid. Recycling of Solid Waste: Energy Recovery, Sanitary Landfill, On-Site Sanitation. Air & Noise Pollution: Primary and Secondary air pollutants, Harmful effects of Air Pollution, Control of Air Pollution. . Noise Pollution Harmful Effects of noise pollution, control of noise pollution, Global warming & Climate Change, Ozone depletion, Greenhouse effect
Text Books:
1. Palancharmy, Basic Civil Engineering, McGraw Hill publishers.
2. Satheesh Gopi, Basic Civil Engineering, Pearson Publishers.
3. Ketki Rangwala Dalal, Essentials of Civil Engineering, Charotar Publishing House.
4. BCP, Surveying volume 1
BBR 2024 Summer Sessions Interview Training
Qualitative research interview training by Professor Katrina Pritchard and Dr Helen Williams
Gender and Mental Health - Counselling and Family Therapy Applications and In...
A proprietary approach developed by bringing together the best of learning theories from Psychology, design principles from the world of visualization, and pedagogical methods from over a decade of training experience, that enables you to: Learn better, faster!
LAND USE LAND COVER AND NDVI OF MIRZAPUR DISTRICT, UP
This Dissertation explores the particular circumstances of Mirzapur, a region located in the
core of India. Mirzapur, with its varied terrains and abundant biodiversity, offers an optimal
environment for investigating the changes in vegetation cover dynamics. Our study utilizes
advanced technologies such as GIS (Geographic Information Systems) and Remote sensing to
analyze the transformations that have taken place over the course of a decade.
The complex relationship between human activities and the environment has been the focus
of extensive research and worry. As the global community grapples with swift urbanization,
population expansion, and economic progress, the effects on natural ecosystems are becoming
more evident. A crucial element of this impact is the alteration of vegetation cover, which plays a
significant role in maintaining the ecological equilibrium of our planet.Land serves as the foundation for all human activities and provides the necessary materials for
these activities. As the most crucial natural resource, its utilization by humans results in different
'Land uses,' which are determined by both human activities and the physical characteristics of the
land.
The utilization of land is impacted by human needs and environmental factors. In countries
like India, rapid population growth and the emphasis on extensive resource exploitation can lead
to significant land degradation, adversely affecting the region's land cover.
Therefore, human intervention has significantly influenced land use patterns over many
centuries, evolving its structure over time and space. In the present era, these changes have
accelerated due to factors such as agriculture and urbanization. Information regarding land use and
cover is essential for various planning and management tasks related to the Earth's surface,
providing crucial environmental data for scientific, resource management, policy purposes, and
diverse human activities.
Accurate understanding of land use and cover is imperative for the development planning
of any area. Consequently, a wide range of professionals, including earth system scientists, land
and water managers, and urban planners, are interested in obtaining data on land use and cover
changes, conversion trends, and other related patterns. The spatial dimensions of land use and
cover support policymakers and scientists in making well-informed decisions, as alterations in
these patterns indicate shifts in economic and social conditions. Monitoring such changes with the
help of Advanced technologies like Remote Sensing and Geographic Information Systems is
crucial for coordinated efforts across different administrative levels. Advanced technologies like
Remote Sensing and Geographic Information Systems
9
Changes in vegetation cover refer to variations in the distribution, composition, and overall
structure of plant communities across different temporal and spatial scales. These changes can
occur natural.
clinical examination of hip joint (1).pdf
described clinical examination all orthopeadic conditions .
How to Create a More Engaging and Human Online Learning Experience
How to Create a More Engaging and Human Online Learning Experience Wahiba Chair Training & Consulting
Wahiba Chair's Talk at the 2024 Learning Ideas Conference. Recently uploaded (20)
BÀI TẬP BỔ TRỢ TIẾNG ANH LỚP 9 CẢ NĂM - GLOBAL SUCCESS - NĂM HỌC 2024-2025 - ...
BÀI TẬP BỔ TRỢ TIẾNG ANH LỚP 9 CẢ NĂM - GLOBAL SUCCESS - NĂM HỌC 2024-2025 - ...
RHEOLOGY Physical pharmaceutics-II notes for B.pharm 4th sem students
RHEOLOGY Physical pharmaceutics-II notes for B.pharm 4th sem students
Constructing Your Course Container for Effective Communication
Constructing Your Course Container for Effective Communication
Your Skill Boost Masterclass: Strategies for Effective Upskilling
Your Skill Boost Masterclass: Strategies for Effective Upskilling
Chapter wise All Notes of First year Basic Civil Engineering.pptx
Chapter wise All Notes of First year Basic Civil Engineering.pptx
Gender and Mental Health - Counselling and Family Therapy Applications and In...
Gender and Mental Health - Counselling and Family Therapy Applications and In...
IGCSE Biology Chapter 14- Reproduction in Plants.pdf
IGCSE Biology Chapter 14- Reproduction in Plants.pdf
LAND USE LAND COVER AND NDVI OF MIRZAPUR DISTRICT, UP
LAND USE LAND COVER AND NDVI OF MIRZAPUR DISTRICT, UP
Liberal Approach to the Study of Indian Politics.pdf
Liberal Approach to the Study of Indian Politics.pdf
How to Create a More Engaging and Human Online Learning Experience
How to Create a More Engaging and Human Online Learning Experience
Truss Plan Timber.pdf
- 1. 0 0 0 �. R2 Lt) � I'- N 1S2A 3 DG2 0 C2 Lt) �I C3 R1 <(],, Unjver�al Trusses 52 Sheppard Street Client: Canberra HUME Institute ofTechnology ACT 2620 Site: G BLOCK Job: 40916A Verified by: ABN: 86 0846 77190 BRUCE CAMPUS Tele hone: 02 6260 �S-ca ..,.. ,e-: .,...1 -: 4 = 5-....,....,0 ,,._ a ..,.. te-: ..,..,13 !-,, /09/2019 DraNl1 B : Micha ,), .J: k ... 11 (f) X (0 . .. - / = ✓I �,: " f!G' I I r ('I) 0:: (.) k k 2500 * 1 5 0°----?r R2 ""' ... / d I ii Jz3 ,,., v:;- - / : J /�/d V . "' i N N (.) """) 2500 N (.) C� A- J II � ·� !l CBA • � - 'I I I � (.) I i! " ii l�l �..a r r r 'l ,n 0::(9 (fJ V (fJ 0 �---- r� r r (.) 0:: %u,7/48757f 4000 (') � (') ·� <I. R1 C1 J1 C1 R1 �7 0 Lt) N N 0 I Lt) I'- .� GonoralDefaults Design Wind Spood =40.m's, N2Wind Classlflcatlon Roof Material:SteelDock (900 crs) eemng Material: 10mm Plastor/battened Top Chord Restraints: 900 rrm Bottom Chord Restraints:450 mm Truss Spacln�40Dmm ExtemaJ Pressure CoefflcJent..Q.6 Internal Pr8SSUfO Coefficient 02 Pitch:20. degrees Overhang: 200 mm Note:D8S!gn data for Individual trusses may vary GABLE EAVE: - FIRST TRUSS SETBACK 120mm FROM OUTSIDE FRAME - USE HD OUTRIGGERS @ 900CTS - STRAP TO FIRST 2 TRUSSES WITH CT600 3ODEGI