This document provides details of structural engineering drawings for various structural elements including:
1. Cross sections and reinforcement details of singly and doubly reinforced concrete beams with dimensions and reinforcement specifications.
2. Cross sections and reinforcement details of a cantilever beam and lintel beam with dimensions and reinforcement specifications.
3. Plans and sections of a one-way simply supported slab and reinforcement details.
4. Foundation details, cross sections and plans of a water tank sluice with tower head.
5. Cross sections and plans of an earthen dam with cutoff wall and apron details.
6. Layout and details of a septic tank and soak pit.
7. Cross section
Kitsen K100 Detailed Pictures (components, packaging & loading and projects)AshleyLiKITSEN
Kitsen K100 Wall & Column Formwork System is designed to minimize the number of components and improve site and yard efficiency.
Material: Aluminum 6061-T6
Features:
Light weight and high strength
Fast and Efficient
Safe and Reliable
Weather resistant
Easy to use and maintain
Birch plywood thickness: 12mm
Allowable concrete pressure: 60KN/㎡
Kitsen K100 Detailed Pictures (components, packaging & loading and projects)AshleyLiKITSEN
Kitsen K100 Wall & Column Formwork System is designed to minimize the number of components and improve site and yard efficiency.
Material: Aluminum 6061-T6
Features:
Light weight and high strength
Fast and Efficient
Safe and Reliable
Weather resistant
Easy to use and maintain
Birch plywood thickness: 12mm
Allowable concrete pressure: 60KN/㎡
2EFFE INOX Ltd is an Italian company specializing in manufacturing Stainless Steel Clamps : Repair Clamps, Junction Clamps, Grip Clamps and Derivation Clamps.
Address : 24 Gran Sasso Street 20010 Barregio , Milan, Italy.
Website : http://www.2effeinox.it/
South East Asia Reps Office :
PT ANUGRAHA ASKARA PARAMITRA
Sampoerna Strategic Square South Tower 30th floor
Jl Jendral Sudirman kav 45- 46
Jakarta 12930 - INDONESIA
Contact person : Georgina Mieke
Mobile : +62 819 0823 5490
Email : georgina.mrt@gmail.com
This resource material is exclusively for the purpose of knowledge dissemination for the use of Civil engineering Fraternity, professionals & students.
This file contains state of art techniques adopted & practiced as per IS456 code provisions for analysis design & detailing of flat slab structural systems.
The presentation aims to provide clear,concise, technical details of flat slabs design.
The presentation deals with structural actions & behavior of flat slabs with visual representations obtained through finite element analysis.
The knowledge gained can be used for designing building structures frequently encountered in construction.
The presentation covers an important feature of slab systems supported on rigid & flexible support & clearly demarcates the minimum beam dimensions required to consider the supports to be either rigid or flexible.
The presentation alsoincludes clear technical drawings to highlight the importance of detailing w.r.t. rebar lay out - positioning & curtailment. Typical section drawing through middle & column strips are also included for visualizing rebar patterns in 3 -d views.
This presentation is an outcome of series of lectures for undergrad & grad students studying in civil engineering.
My next presentation would be on Analysis & design of deep beams.
Kindly mail me ( vvietcivil@gmail.com) your questions & valuable feedback.
Brohawk is one of the top agriculture Implements manufacturer in India exports top quality spring loaded cultivator, Duck Foot Cultivator, Rigid Shank cultivator. For more visit http://www.brohawkgroup.com/products/agricultural-machinery/tiller-cultivator/
FM 753 is a heavy duty expansion anchor which is used for Higher tension loading applications.
It is also called with different names like stud anchor, expansion anchor, wedge anchor.
FM 753 comes with three different type of materials.
1) Stainless Steel A4 Grade - Stainless steel threaded rod with A4-70 Grade.
2) 5.8 grade Carbon Steel with Nautilus Coating - Higher grade carbon steel with a special Nautilus coating of 10 microns which can withstand 1000 hours of salt spray test.
3) 5.8 grade carbon steel with Zinc Coating - Higher grade carbon steel with minimum 5 microns of zinc coating applied through electro plating to prevent from corrosion.
CFD Simulation of By-pass Flow in a HRSG module by R&R Consult.pptxR&R Consult
CFD analysis is incredibly effective at solving mysteries and improving the performance of complex systems!
Here's a great example: At a large natural gas-fired power plant, where they use waste heat to generate steam and energy, they were puzzled that their boiler wasn't producing as much steam as expected.
R&R and Tetra Engineering Group Inc. were asked to solve the issue with reduced steam production.
An inspection had shown that a significant amount of hot flue gas was bypassing the boiler tubes, where the heat was supposed to be transferred.
R&R Consult conducted a CFD analysis, which revealed that 6.3% of the flue gas was bypassing the boiler tubes without transferring heat. The analysis also showed that the flue gas was instead being directed along the sides of the boiler and between the modules that were supposed to capture the heat. This was the cause of the reduced performance.
Based on our results, Tetra Engineering installed covering plates to reduce the bypass flow. This improved the boiler's performance and increased electricity production.
It is always satisfying when we can help solve complex challenges like this. Do your systems also need a check-up or optimization? Give us a call!
Work done in cooperation with James Malloy and David Moelling from Tetra Engineering.
More examples of our work https://www.r-r-consult.dk/en/cases-en/
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2EFFE INOX Ltd is an Italian company specializing in manufacturing Stainless Steel Clamps : Repair Clamps, Junction Clamps, Grip Clamps and Derivation Clamps.
Address : 24 Gran Sasso Street 20010 Barregio , Milan, Italy.
Website : http://www.2effeinox.it/
South East Asia Reps Office :
PT ANUGRAHA ASKARA PARAMITRA
Sampoerna Strategic Square South Tower 30th floor
Jl Jendral Sudirman kav 45- 46
Jakarta 12930 - INDONESIA
Contact person : Georgina Mieke
Mobile : +62 819 0823 5490
Email : georgina.mrt@gmail.com
This resource material is exclusively for the purpose of knowledge dissemination for the use of Civil engineering Fraternity, professionals & students.
This file contains state of art techniques adopted & practiced as per IS456 code provisions for analysis design & detailing of flat slab structural systems.
The presentation aims to provide clear,concise, technical details of flat slabs design.
The presentation deals with structural actions & behavior of flat slabs with visual representations obtained through finite element analysis.
The knowledge gained can be used for designing building structures frequently encountered in construction.
The presentation covers an important feature of slab systems supported on rigid & flexible support & clearly demarcates the minimum beam dimensions required to consider the supports to be either rigid or flexible.
The presentation alsoincludes clear technical drawings to highlight the importance of detailing w.r.t. rebar lay out - positioning & curtailment. Typical section drawing through middle & column strips are also included for visualizing rebar patterns in 3 -d views.
This presentation is an outcome of series of lectures for undergrad & grad students studying in civil engineering.
My next presentation would be on Analysis & design of deep beams.
Kindly mail me ( vvietcivil@gmail.com) your questions & valuable feedback.
Brohawk is one of the top agriculture Implements manufacturer in India exports top quality spring loaded cultivator, Duck Foot Cultivator, Rigid Shank cultivator. For more visit http://www.brohawkgroup.com/products/agricultural-machinery/tiller-cultivator/
FM 753 is a heavy duty expansion anchor which is used for Higher tension loading applications.
It is also called with different names like stud anchor, expansion anchor, wedge anchor.
FM 753 comes with three different type of materials.
1) Stainless Steel A4 Grade - Stainless steel threaded rod with A4-70 Grade.
2) 5.8 grade Carbon Steel with Nautilus Coating - Higher grade carbon steel with a special Nautilus coating of 10 microns which can withstand 1000 hours of salt spray test.
3) 5.8 grade carbon steel with Zinc Coating - Higher grade carbon steel with minimum 5 microns of zinc coating applied through electro plating to prevent from corrosion.
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CFD Simulation of By-pass Flow in a HRSG module by R&R Consult.pptxR&R Consult
CFD analysis is incredibly effective at solving mysteries and improving the performance of complex systems!
Here's a great example: At a large natural gas-fired power plant, where they use waste heat to generate steam and energy, they were puzzled that their boiler wasn't producing as much steam as expected.
R&R and Tetra Engineering Group Inc. were asked to solve the issue with reduced steam production.
An inspection had shown that a significant amount of hot flue gas was bypassing the boiler tubes, where the heat was supposed to be transferred.
R&R Consult conducted a CFD analysis, which revealed that 6.3% of the flue gas was bypassing the boiler tubes without transferring heat. The analysis also showed that the flue gas was instead being directed along the sides of the boiler and between the modules that were supposed to capture the heat. This was the cause of the reduced performance.
Based on our results, Tetra Engineering installed covering plates to reduce the bypass flow. This improved the boiler's performance and increased electricity production.
It is always satisfying when we can help solve complex challenges like this. Do your systems also need a check-up or optimization? Give us a call!
Work done in cooperation with James Malloy and David Moelling from Tetra Engineering.
More examples of our work https://www.r-r-consult.dk/en/cases-en/
Immunizing Image Classifiers Against Localized Adversary Attacksgerogepatton
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(CNN)s, to adversarial attacks and presents a proactive training technique designed to counter them. We
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When combined with 3D convolution and deep curriculum learning optimization (CLO), itsignificantly improves
the immunity of models against localized universal attacks by up to 40%. We evaluate our proposed approach
using contemporary CNN architectures and the modified Canadian Institute for Advanced Research (CIFAR-10
and CIFAR-100) and ImageNet Large Scale Visual Recognition Challenge (ILSVRC12) datasets, showcasing
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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.
Overview of the fundamental roles in Hydropower generation and the components involved in wider Electrical Engineering.
This paper presents the design and construction of hydroelectric dams from the hydrologist’s survey of the valley before construction, all aspects and involved disciplines, fluid dynamics, structural engineering, generation and mains frequency regulation to the very transmission of power through the network in the United Kingdom.
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(C) 2024 Robbie E. Sayers
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.
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Terzaghi's soil bearing capacity theory, developed by Karl Terzaghi, is a fundamental principle in geotechnical engineering used to determine the bearing capacity of shallow foundations. This theory provides a method to calculate the ultimate bearing capacity of soil, which is the maximum load per unit area that the soil can support without undergoing shear failure. The Calculation HTML Code included.
2. Singly reinforced beam
A singly reinforced beam has the following particulars.
• Clear span of beam—5 m.
• Wall thickness.300mm
• Cross section of beam --250 x450 mm.
• Clear cover to Stirrups—25mm.
• Beam --tension reinforcement: 3 Nos of 16 mm Φ with one of them bend
up at 0.15 leff.
• Stirrups -6mm Φ @ 100mm C/C up to 1m from centre of support and
remaining @ 125mm C /C.
• Draw (1) Cross section of the beam at centre and support. (10)
• (2) Longitudinal section (15)
3. Clear span of beam—5 m. Wall thickness.300mm
300 mm 300 mm
5000 mm
Cross section of beam --250 x450 mm.
Longitudinal section
Cross section
at the support.
Cross section
at centre
Clear cover to Stirrups—25mm.
Beam --tension reinforcement: 3 Nos of 16 mm Φ with one of them bend up at
0.15 leff.
Stirrups -6mm Φ @ 100mm C/C up to 1m from centre of support and
remaining @ 125mm C /C.
Stirrups 6mm Φ @ 100mm C/C
Stirrups 6mm dia @ 125mm C/C
Tension reinforcement: 3 Nos of 16 mm
Tension reinforcement: one bend up bar
250 mm
450 mm
450 mm
250 mm
450 mm
Scale 1:20
Scale 1:10
Scale 1:10
0.15 leff = 0.15 x 5.3
4. Doubly reinforced beam
A doubly reinforced beam has the following particulars.
• Clear span of beam—5 m.
• Wall thickness.300mm
• Cross section of beam --300 x500 mm.
• Beam --tension reinforcement: 4 Nos of 16 mm Φ
• compression reinforcement: 3 Nos of 16 mm Φ
• Stirrups -10mm Φ @ 200mm C/C
• Draw (1) Cross section of the beam at centre and support. (10)
• (2) Longitudinal section (15)
5. Clear span of beam—5 m. Wall thickness.300mm
300 mm 300 mm
5000 mm
Cross section of beam --300 x500 mm.
Longitudinal section
Cross section
at the support.
Cross section
at centre
Clear cover to Stirrups—25mm.
Beam --tension reinforcement: 4 Nos of 16 mm Φ compression reinforcement:
3 Nos of 16 mm Φ
Stirrups -10mm Φ @ 200mm C /C.
Stirrups 10mm Φ @ 200mm C/C
Stirrups 6mm dia @ 125mm C/C
Tension reinforcement: 4 Nos of 16 mm
Compression reinforcement 3 nos. 16 mm Φ
300 mm
500 mm
500 mm
300 mm
500 mm
Scale 1:20
Scale 1:10
Scale 1:10
0.15 leff = 0.15 x 5.3
Tension reinforcement: 3 Nos of 16 mm
7. Cantilever beam
A cantilever beam has the following particulars.
• Span of beam—2.5 m.
• Column size 300 x 450 mm of rein. 6 – 16 mm Φ
• Cross section of beam --300 x600 mm. (fixed end) 300 x 300 mm (free
end)
• Bearing in column 450 mm
• Beam --tension reinforcement: 4 Nos of 16 mm Φ
• compression reinforcement: 2 Nos of 12 mm Φ
• Stirrups -8mm Φ @ 200mm C/C
• Draw (1) Cross section of the beam at fixed and free end. (10)
• (2) Longitudinal section (15)
8. 450 mm 2500 mm
Longitudinal section
Cross section
at the fixed
end.
Cross section
at the free
end
Stirrups 8mm Φ @ 200mm C/C
Stirrups 6mm dia @ 125mm C/C
Tension reinforcement: 4 Nos of 16 mm
Compression reinforcement 2 nos. 12 mm Φ
300 mm
300 mm
600 mm
300 mm
300 mm
Scale 1:20 Scale 1:10
Scale 1:10
Tension reinforcement: 4 Nos of 16 mm
300 mm
2500 mm
450 mm
300 mm
Plan showing main reinforcement section
Span of beam—2.5 m. Column size 300 x 450 mm
Cross section of beam --300 x600 mm (fixed end)
& 300 x 300 mm (free end)
Clear cover to Stirrups—25mm.
Beam --tension reinforcement: 4 Nos of 16 mm Φ compression reinforcement:
2 Nos of 12 mm Φ
Stirrups -8mm Φ @ 200mm C /C.
9.
10. 200 mm
500 mm
Cross section of lintel with sunshade
Stirrups 6mm Φ
@ 200mm C/C
Main reinforcement: 8 mm Φ 200 mm c/c
Stirrup holder 2 nos. 6 mm Φ
50 mm
Scale 1:20
Scale 1:10
Distribution bars: : 6 mm Φ 250 mm c/c
300 mm
1500 mm
450 mm
200 mm
Longitudinal section of the lintel
Sunshade projection—50 cm. Depth lintel 200 mm
Wall thik:-200, opening width 1500 mm
Av. Thik of sundshade 75 mm
Lintel - tension reinforcement: 4 Nos of 8 mm Φ
Stirrups -2 legged 6mm Φ @ 200mm C /C,
Stirrups holder – 2-6mm Φ
Main reinforcement in sunshade 8 mm Φ @ 200 mm c/c & 6 mm dist. @ 25 mm clc
.
200 mm
100 mm
Main reinforcement 4 nos. 8 mm Φ
11. One way simply supported slab
Clear cover to Stirrups—25mm.
Size of room 1.5 m x 3.5 m. Wall thickness.220mm, Slab thickness-100 mm.
Main Bars 8 mm Φ mild steel @ 180mm C /C, alternate bars bent up.
distribution bars 6 mm Φ mild steel @ 200mm C /C
Draw a) plan
B) section along shorter span
12. 1.5 m
220 mm
220 mm
Main bar 8 mm Φ @ 180 mm c/c Alternate bar 8 mm Φ bent up @ 360 mm c/c
100 mm
Distribution bar 6 mm Φ @ 200 mm c/c
SECTION ALONG SHORTER SPAN
PLAN SHOWING THE REINFORCEMENT DETAILS
1.5 m 220 mm
220 mm
220 mm
220 mm
3.5 m
Main bar 8 mm Φ @ 180 mm c/c
Alternate bar 8 mm Φ bent up @ 360 mm c/c
Distribution bar 6 mm Φ @ 200 mm c/c
13. Two way simply supported slab
Clear cover to Stirrups—25mm.
Size of room 1.5 m x 3.5 m. Wall thickness.220mm, Slab thickness-100 mm.
Main Bars 8 mm Φ mild steel @ 180mm C /C, alternate bars bent up.
distribution bars 6 mm Φ mild steel @ 200mm C /C
Draw a) plan
B) section along shorter span
17. Foundation level 33.4 m (assume)
Tail channel level 34.0 m
Depth of Barrel 1.0 m
Still basin top 35.5 m
Wearing coat 33.9
Slab thickness 150 mm
Bund top level 40.0 m
1
2
2.5 m
bund level 35.0 m
Depth of Barrel 1000 mm
Revetment level 38.5 m
FTL 37.0
MWL 38.0
450mm
22. LEVEL 12.0 m
BTL 15.00 m
FSL 13.50 m
DROP WALL TOP LEVEL 12.00 m
ROP WALL BOTTOM LEVEL 8.60 m
BED LEVEL of D/S 9.0 m
TOP of D/S BANK LEVEL 12.5.0 m
LENGTH OF SOLID APRON 6.0 m LENGTH OF SLOPING GROUTED APRON 5.0 m
0.3 m
1.20 m
0.85 m
3.0 m
0.6 m
1.0 m
0.6 m
Water cussion
Notch pier
Sill stone
Bed pitching
60 cm thick
Bed pitching
60 cm thick
23.
24. 1.2m 0.05 m
3.6 m 0.20 m
0.10 m
1.0 m
Inlet chamber
Outlet chamber
Baffle wall
SEPTIC TANK PLAN
SOAK PIT PLAN
1.2 m
1.2 m
SECTIONAL ELEVATION
25.
26. Top level 14.5 m
GROUND LEVEL 10.0 m
Top level of base slab 9.5 m
Thickness of base slab 0.6 m
Top width 250 mm
Bottom width 600 mm
Toe projection1000 mm
Heel projection1800 mm
Stem main steel 16 mm dia @ 100 mm C/C
Alternate bars curtailed at 1/3 height from top
H/3
Distribution steel 12 mm dia @ 150 mm C/C
Temperature steel 10 mm dia @ 150 mm C/C
both direction
Toe and heel steel 16 mm dia @ 100 mm C/C