The document contains calculations for the beam analysis of several ground floor, first floor, and intermediate beams. It includes calculations for the beam and wall self-weights, slab dead and live loads transferred to each beam, total loads, load factors, reactions forces, shear force and bending moment diagrams. Load values and beam sizes are used to calculate beam self-weights, wall loads, slab loads, total loads, load factors, reaction forces at beam ends, and shear and bending moment values along each beam.
mat/raft footing, combined footing, details of steel in construction, footing, foundation, building construction, lightning and construction, ppt on design of construction, shallow foundation, deep foundation, strap footing, pair foundation, pile foundation, well foundation, squire foundation, depth of foundation, advantage of foundation
mat/raft footing, combined footing, details of steel in construction, footing, foundation, building construction, lightning and construction, ppt on design of construction, shallow foundation, deep foundation, strap footing, pair foundation, pile foundation, well foundation, squire foundation, depth of foundation, advantage of foundation
Design and Detailing of RC Deep beams as per IS 456-2000VVIETCIVIL
Visit : https://teacherinneed.wordpress.com/
1. DEEP BEAM DEFINITION - IS 456
2. DEEP BEAM APPLICATION
3. DEEP BEAM TYPES
4. BEHAVIOUR OF DEEP BEAMS
5. LEVER ARM
6. COMPRESSIVE FORCE PATH CONCEPT
7. ARCH AND TIE ACTION
8. DEEP BEAM BEHAVIOUR AT ULTIMATE LIMIT STATE
9. REBAR DETAILING
10. EXAMPLE 1 – SIMPLY SUPPORTED DEEP BEAM
11. EXAMPLE 2 – SIMPLY SUPPORTED DEEP BEAM; M20, FE415
12. EXAMPLE 3: FIXED ENDS AND CONTINUOUS DEEP BEAM
13. EXAMPLE 4 : FIXED ENDS AND CONTINUOUS DEEP BEAM
Geotechnical Engineering-II [Lec #19: General Bearing Capacity Equation]Muhammad Irfan
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.
OUTLINE:
Introduction
Shoring Process
Effective Beam Flange Width
Shear Transfer
Strength Of Steel Anchors
Partially Composite Beams
Moment Capacity Of Composite Sections
Deflection
Design Of Composite Sections
Design and Detailing of RC Deep beams as per IS 456-2000VVIETCIVIL
Visit : https://teacherinneed.wordpress.com/
1. DEEP BEAM DEFINITION - IS 456
2. DEEP BEAM APPLICATION
3. DEEP BEAM TYPES
4. BEHAVIOUR OF DEEP BEAMS
5. LEVER ARM
6. COMPRESSIVE FORCE PATH CONCEPT
7. ARCH AND TIE ACTION
8. DEEP BEAM BEHAVIOUR AT ULTIMATE LIMIT STATE
9. REBAR DETAILING
10. EXAMPLE 1 – SIMPLY SUPPORTED DEEP BEAM
11. EXAMPLE 2 – SIMPLY SUPPORTED DEEP BEAM; M20, FE415
12. EXAMPLE 3: FIXED ENDS AND CONTINUOUS DEEP BEAM
13. EXAMPLE 4 : FIXED ENDS AND CONTINUOUS DEEP BEAM
Geotechnical Engineering-II [Lec #19: General Bearing Capacity Equation]Muhammad Irfan
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.
OUTLINE:
Introduction
Shoring Process
Effective Beam Flange Width
Shear Transfer
Strength Of Steel Anchors
Partially Composite Beams
Moment Capacity Of Composite Sections
Deflection
Design Of Composite Sections
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This will be used as part of your Personal Professional Portfolio once graded.
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Letter from the Congress of the United States regarding Anti-Semitism sent June 3rd to MIT President Sally Kornbluth, MIT Corp Chair, Mark Gorenberg
Dear Dr. Kornbluth and Mr. Gorenberg,
The US House of Representatives is deeply concerned by ongoing and pervasive acts of antisemitic
harassment and intimidation at the Massachusetts Institute of Technology (MIT). Failing to act decisively to ensure a safe learning environment for all students would be a grave dereliction of your responsibilities as President of MIT and Chair of the MIT Corporation.
This Congress will not stand idly by and allow an environment hostile to Jewish students to persist. The House believes that your institution is in violation of Title VI of the Civil Rights Act, and the inability or
unwillingness to rectify this violation through action requires accountability.
Postsecondary education is a unique opportunity for students to learn and have their ideas and beliefs challenged. However, universities receiving hundreds of millions of federal funds annually have denied
students that opportunity and have been hijacked to become venues for the promotion of terrorism, antisemitic harassment and intimidation, unlawful encampments, and in some cases, assaults and riots.
The House of Representatives will not countenance the use of federal funds to indoctrinate students into hateful, antisemitic, anti-American supporters of terrorism. Investigations into campus antisemitism by the Committee on Education and the Workforce and the Committee on Ways and Means have been expanded into a Congress-wide probe across all relevant jurisdictions to address this national crisis. The undersigned Committees will conduct oversight into the use of federal funds at MIT and its learning environment under authorities granted to each Committee.
• The Committee on Education and the Workforce has been investigating your institution since December 7, 2023. The Committee has broad jurisdiction over postsecondary education, including its compliance with Title VI of the Civil Rights Act, campus safety concerns over disruptions to the learning environment, and the awarding of federal student aid under the Higher Education Act.
• The Committee on Oversight and Accountability is investigating the sources of funding and other support flowing to groups espousing pro-Hamas propaganda and engaged in antisemitic harassment and intimidation of students. The Committee on Oversight and Accountability is the principal oversight committee of the US House of Representatives and has broad authority to investigate “any matter” at “any time” under House Rule X.
• The Committee on Ways and Means has been investigating several universities since November 15, 2023, when the Committee held a hearing entitled From Ivory Towers to Dark Corners: Investigating the Nexus Between Antisemitism, Tax-Exempt Universities, and Terror Financing. The Committee followed the hearing with letters to those institutions on January 10, 202
2024.06.01 Introducing a competency framework for languag learning materials ...Sandy Millin
http://sandymillin.wordpress.com/iateflwebinar2024
Published classroom materials form the basis of syllabuses, drive teacher professional development, and have a potentially huge influence on learners, teachers and education systems. All teachers also create their own materials, whether a few sentences on a blackboard, a highly-structured fully-realised online course, or anything in between. Despite this, the knowledge and skills needed to create effective language learning materials are rarely part of teacher training, and are mostly learnt by trial and error.
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For more information, visit-www.vavaclasses.com
1. Beam Analysis Calculation
Ground Floor Beam, G-F/ 7
Beam Self Weight = Beam Size x Concrete Density
= 0.15m x 0.3m x 24 kN/m3
=
1.08 kN/m2
Wall Self Weight = Wall Height x Wall Thickness x Brick density
= 3m x 0.15m x 19 kN/m2
= 8.55 kN/m2
Dead Load on slab A (Two way slab)
Load is transferred to beam G7-F7 in a UDL form
Dead load from slab A = Dead load on slab x (Lx /2) x 2/3
= 3.6 kN/m2
x (2.66m /2) x 2/3
= 3.192 kN/m2
Total Dead Load= 1.08 kN/m2
+ 8.55 kN/m2
+ 3.192 kN/m2
= 12.822 kN/m2
Live Load on Slab A (Two way slab)
Load is transferred to beam G7-F7 in a UDL form
Live load from slab A = Live load factor x (Lx /2) x 2/3
= 1.5 kN/m2
x (2.66m /2) x 2/3
= 1.33 kN/m2
Ultimate Load Diagram
Apply factor 1.4 and 1.6 to dead load and live load respectively.
Dead load = 12.82 kN/m2
x 1.4 = 17.95 kN/m
Live Load = 1.33 kN/m2
x 1.6 = 2.13 kN/m
Ultimate load = 17.95 kN/m2
+ 2.13 kN/m2
= 20.08 kN/m2
2. Reaction Force
∑M = 0
= RF7 (2.66) – 20.08(2.66)(2.66/2)
= 2.66 RF7 – 71.04 kN/m2
RF7 = 26.706 kN/m2
∑Fy = 0
= RF7 + RG7 – 20.08(2.66)
RG7 = 26.706 kN/m2
Shear Force Diagram
Area (+) = 1/2 x 26.706 x (2.66/2)
= 17.759
Area (-) = 1/2 x 26.706 x (2.66/2)
= 17.759
Bending Moment Diagram
3. Beam Analysis Calculation
Ground Floor Beam, F/ 5-8
Beam Self Weight = Beam Size x Concrete Density
= 0.15m x 0.3m x 24 kN/m3
=
1.08 kN/m2
Wall Self Weight = Wall Height x Wall Thickness x Brick density
= 3m x 0.15m x 19 kN/m2
= 8.55 kN/m2
Dead Load on slab A (Two way slab)
Load is transferred to beam F5-7 in a UDL form
Dead load from slab A = Dead load on slab x (Lx /2)
= 3.6 kN/m2
x (2.66m /2)
= 4.79 kN/m2
Dead Load on slab B (Two way slab)
Load is transferred to beam F5-8 in a UDL form
Dead load from slab B = Dead load on slab x (Lx /2) x 2/3
= 3.6 kN/m2
x (4.7m /2) x 2/3
= 5.64 kN/m2
Total Dead Load F5-7 = 1.08 kN/m2
+ 8.55 kN/m2
+ 4.79 kN/m2
+ 5.64 kN/m2
= 20.06 kN/m2
Total Dead Load F5-8 = 1.08 kN/m2
+ 8.55 kN/m2
+ 5.64 kN/m2
= 15.27 kN/m2
4. Live Load on Slab A (Two way slab)
Load is transferred to beam F5-7 in a UDL form
Live load from slab A = Live load factor x (Lx /2)
= 1.5 kN/m2
x (2.66m /2)
= 2 kN/m2
Live Load on Slab B (Two way slab)
Load is transferred to beam F5-8 in a UDL form
Live load from slab B = Live load factor x (Lx /2) x 2/3
= 1.5 kN/m2
x (4.7 /2) x 2/3
= 2.35 kN/m2
Total Live load F5-7 = 2 kN/m2
+ 2.35 kN/m2
= 4.35 kN/m2
Total Live load F5-8 = 2.35 kN/m2
Ultimate Load Diagram
Apply factor 1.4 and 1.6 to dead load and live load F5-7 respectively.
Dead load = 20.06 kN/m2
x 1.4 = 28.084 kN/m
Live Load = 4.35 kN/m2
x 1.6 = 6.96 kN/m
Ultimate load = 28.084 kN/m + 6.96 kN/m = 35.044 kN/m
Apply factor 1.4 and 1.6 to dead load and live load F5-8 respectively.
Dead load = 15.27 kN/m2
x 1.4 = 21.378 kN/m
Live Load = 2.35 kN/m2
x 1.6 = 3.76 kN/m
Ultimate load = 21.378 kN/m2
+ 3.76 kN/m2
= 25.138 kN/m2
Reaction Force
∑M = 0
= RF5 (4.7) – 2.7(140.176) – 0.7(26.706) – 0.35(17.597)
= 4.7 RF5 – 403.328 kN/m2
RF5 = 85.815 kN/m2
∑Fy = 0
= RF5 + RF8 – 140.176 – 26.706 – 17.597
RF8 = 184.479 kN/m2
– 85.815 kN/m2
= 98.664 kN/m2
5. Shear Force Diagram
x/54.36 = 4/140.176
x= 1.55
Area (+) = 1/2 x 85.815 x (4 – 1.55)
= 105.123
Area (-) = 1/2 x 54.361 x 1.55 + 1/2 x 0.7 x (81.067 + 98.664 )
= 105.036
Bending Moment Diagram
6. Beam Analysis Calculation
First Floor Beam, XY
Beam Self Weight = Beam Size x Concrete Density
= 0.15m x 0.3m x 24 kN/m3
=
1.08 kN/m2
Wall Self Weight = Wall Height x Wall Thickness x Brick density
= 3m x 0.15m x 19 kN/m2
= 8.55 kN/m2
Dead Load on slab A (Two way slab)
Load is transferred to beam xy in a UDL form
Dead load from slab A = Dead load on slab x (Lx /2)
= 3.6 kN/m2
x (1.85m /2)
= 3.33 kN/m2
Dead Load on slab B (Two way slab)
Load is transferred to beam xy in a UDL form
Dead load from slab B = Dead load on slab x (Lx /2)
= 3.6 kN/m2
x (2.05m /2)
= 3.69 kN/m2
Total Dead Load= 1.08 kN/m2
+ 8.55 kN/m2
+ 3.33 kN/m2
+ 3.69 kN/m2
= 16.65 kN/m2
7. Live Load on slab A (Two way slab)
Load is transferred to beam xy in a UDL form
Live load from slab A = Live load factor x (Lx /2)
= 1.5 kN/m2
x (1.85m /2)
= 1.388 kN/m2
Live Load on slab B (Two way slab)
Load is transferred to beam xy in a UDL form
Live load from slab B = Live load factor x (Lx /2)
= 1.5 kN/m2
x (2.05m /2)
= 1.538 kN/m2
Total Live Load= 1.388 kN/m2
+ 1.538 kN/m2
= 2.926 kN/m2
Ultimate Load Diagram
Apply factor 1.4 and 1.6 to dead load and live load respectively.
Dead load = 16.65 kN/m2
x 1.4 = 23.31 kN/m
Live Load = 2.926 kN/m2
x 1.6 = 4.682 kN/m
Ultimate load = 23.31 kN/m2
+ 4.682 kN/m2
= 27.992 kN/m2
Reaction Force
∑M = 0
= RX (2.435) – 27.992(2.435)(2.435/2)
= 2.435 RX – 82.985 kN/m2
RX = 34.08 kN/m2
∑Fy = 0
= RX + RY – 27.992(2.435)
RY = 68.16 kN/m2
– 34.08 kN/m2
= 34.08 kN/m2
8. Shear Force Diagram
Area (+) = 1/2 x 34.08 x (2.435/2)
= 20.746
Area (-) = 1/2 x 34.08 x (2.435/2)
= 20.746
Bending Moment Diagram
9. Beam Analysis Calculation
First Floor Beam, E-C/ 2
Beam Self Weight = Beam Size x Concrete Density
= 0.15m x 0.3m x 24 kN/m3
=
1.08 kN/m2
Wall Self Weight = Wall Height x Wall Thickness x Brick density
= 3m x 0.15m x 19 kN/m2
= 8.55 kN/m2
Dead Load on slab A (Two way slab)
Load is transferred to beam E2-X in a UDL form
Dead load from slab A = Dead load on slab x (Lx /2) x 2/3
= 3.6 kN/m2
x (1.85m /2) x 2/3
= 2.22 kN/m2
Dead Load on slab B (Two way slab)
Load is transferred to beam X-C2 in a UDL form
Dead load from slab B = Dead load on slab x (Lx /2) x 2/3
= 3.6 kN/m2
x (2.05m /2) x 2/3
= 2.46 kN/m2
Total Dead Load E2-X = 1.08 kN/m2
+ 8.55 kN/m2
+ 2.22 kN/m2
= 11.85 kN/m2
Total Dead Load X-C2 = 1.08 kN/m2
+ 8.55 kN/m2
+ 2.46 kN/m2
= 12.09 kN/m2
10. Live Load on slab A (Two way slab)
Load is transferred to beam E2-X in a UDL form
Live load from slab A = Live load factor x (Lx /2) x 2/3
= 1.5 kN/m2
x (1.85m /2) x 2/3
= 0.925 kN/m2
Live Load on slab B (Two way slab)
Load is transferred to beam X-C2 in a UDL form
Live load from slab B = Live load factor x (Lx /2) x 2/3
= 1.5 kN/m2
x (2.05 /2) x 2/3
= 1.025 kN/m2
Ultimate Load Diagram
Apply factor 1.4 and 1.6 to dead load and live load E2-X respectively.
Dead load = 11.85 kN/m2
x 1.4 = 16.59 kN/m
Live Load = 0.925 kN/m2
x 1.6 = 1.48 kN/m
Ultimate load = 16.59 kN/m + 1.48 kN/m = 18.07 kN/m
Apply factor 1.4 and 1.6 to dead load and live load X-C2 respectively.
Dead load = 12.09 kN/m2
x 1.4 = 16.026 kN/m
Live Load = 1.025 kN/m2
x 1.6 = 1.64 kN/m
Ultimate load = 16.926 kN/m2
+ 1.64 kN/m2
= 18.566 kN/m2
Reaction Force
∑M = 0
= RE2 (3.9) – 33.43(2.975) – 34.08(2.05) – 38.06(1.025)
= 3.9 RE2 – 208.3298 kN/m2
RE2 = 53.418 kN/m2
∑Fy = 0
= RE2 + RC2 – 33.43 – 34.08 – 36.06
RC2 = 105.57 kN/m2
– 53.418 kN/m2
= 52.152 kN/m2
11. Shear Force Diagram
Area (+) = 1/2 x 1.85(53.418 + 19.988)
= 67.9
Area (-) = 1/2 x 2.05(52.152 + 14.092)
= 67.9
Bending Moment Diagram
