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TRAINING REPORT
On
A PROJECT ON RESIDENTIAL BUILDING
OF
PUBLIC WORK DEPARTMENT
Submitted for partial fulfilment of Awards of
BACHELOR OF TECHNOLOGY
IN
CIVIL ENGINEERING
2016-2017
BY
PRADEEP YADAV
(1342100038)
SURYA SCHOOL OF PLANNING ENGINEERING AND
MANAGEMENT,
Lucknow
Affiliated to
Dr. A.P.J. Abdul Kalam Technical University,Lucknow
DEPARTMENT OF CIVIL ENGINEERING, SSPEM
ACKNOWLEDGEMENT
We express our sincere thanks to MR. S K Yadav, Head of
Civil Engineering department Surya SchoolOf Planning Engineering and
Management, Lucknow, for
his guidance and care taken by him in helping us to complete the work
successfully.
In our training period, we had to take the help and Guideline of a Respected
Person, who deserve our greatest gratitude. The completion of this training
gives us much pleasure. We would like to show our gratitude to Mr. Amarkant
Sir for giving us a good guideline for training throughout numerous
consultation. We would also like to expand our deepest gratitude to all those
who have indirectly guided us in summer training.
Many people, especially our team members itself, have made valuable comment
suggestion on this proposal which gave us an inspiration to improve our
training. We thank all the people for their help directly and indirectly to
complete our trainning.
(SIGNATURE)
DECLARATION
In the city Chandauli the detailed work related to broadening and making rigid
of the Chandauli-Sakaldiha Road way is built up in the no.(1) 8/1/16 to avoid
the conjunction on Chandauli-Sakaldiha Road in date 18/7/2017, from built up
residential building completely under taken by public work department .
We declare that this written submission represents our ideas in our own words
and where others’ ideas or words have been included, we have adequately cited
and referenced the original sources. We also declared that we have adhered to
all principles of academic honesty and integrity and have not misrepresented or
fabricated or falsified any idea/data/fact/source in my submission. We
understand that any violation of the above will cause for disciplinary action by
the institute and can also evoke penal action from the sources which have not
been properly cited or from whom proper permission has not been taken when
needed.
Pradeep Yadav
SPECIFICATION
All the works shall be carried out as per P.W.D/M.O.R.T and H.IRC detailed
specifications and as per latest instructions received from engineer in chief
U.P.P.W.D., Chandauli.
INTRODUCTION
 Complete the project in the specified time horizon and allocated cost.
 Deliver value to the customers by providing excellent customer support.
As well as we know that P.W.D is the another construction of all construction it
will stand after 150 years in the Indian culture to make the faboralors structure ,
and they will develop in accordance of engineer and architecture .Building are
an integral part of the houses system. A efficient in order to maximize
economic and social benefits. They play a significant role in achieving national
development and contributing to the overall performance . So people will love
the their leader and obey the laws of our country Surya School Of Planning
Engineering and Management.
 The basics needs of human existences are food ,clothin’s & shelter . From
times times immemorial man has been making efforts in improving their
standard of living. The point of his efforts has been to provide an economic
and efficient shelter . The possessionof shelter besides being a basic, gives a
feeling of security, responsibility and shown the social status of man .
 A peaceful environment .
 Safety from all natural source & climate conditions.
 General facilities for community of his residential area .
CONCEPT
Project (Residential building)
1.ACKNOWLEDGEMENT
2. DECLARATION
3. SPECIFICATION
4. INTRODUCTION
5. CLASSIFICATIONOF BUILDINGS BASED ON OCCUPANCY
6. PROJECT DRAWING
7. ARRANGEMENT OF ROOM
8. RESPONSIBILITY AND OBJECTIVE OF THE PROJECT
9. DESIGN OF SLAB
10. CONCRETING
11. SITE SAFETY
12. EXPERIENCE
PROJECT DRAWING
RESPONSIBILITY AND OBJECTIVE OF THE PROJECT
The whole construction work shall be carried out as per PUBLIC WORK
DEPARTMENT /M.O.R.T. and H./I.R.C. and all the construction work related
to this project controlled by these government organisation .DESIGN OF
SLAB
Slabs are to be designed under limit state method by reference of IS 456-2000
 When the slab are supported in two way direction it acts as two way
supported slab.
 A two way slab is economical compared to one way slab.
SLAB DESIGN:
Fck=20 N/mm2 Fy=415 N/mm2
SPAN
i. Shorter span :- Lx=9.8m
Longer span :-Ly=14.62m
ii. Check Ly/Ly=14.62/9.8 =1.4<2
Hence the slab has to be designed as “two way slab”
iii. Providing over all depth of slab as ,150mm
eff. depth =depth -20-diameter/2
=120-20-10/2
=125mm
iv. Condition:- supported on four sides.
v. Lode calculation:-
Dead load =25x0.15x1 =3.75 KN/m
Live lode =2x1 =2.0KN/m
Floor finish =1x1 =1.0KN/m
=6.75KN/m
Bending moment:-
(+)B.M. at mid span in sorter direction
Mx(+)=ax(+)wlx2
=0.049x6x9.8^2
=28.235Kn-m
Factored B.M =28.235x1.5
= 42.353Kn-m
SPACING AND DIAMETER:-
Provide 8mm dia bar at 210mm spacing
(-ve)B.M. at continuous edge in shorter direction.
Mx(-)=ax(-)wlx2
= 0.062x6x(9.8)^2
=36.386Kn-m
Factored B.M. =36.386x1.554.579Kn-m
(+)B.M.at mid spane in longer direction .
My(+)=ay(+)wlx2
=0.035x6x(9.8)^2
=20.168Kn-m
Factored B.M. =20.168x1.5
=30.252Kn-m
Check for depth:-
Permissible depth =100mm
Mu. Lim. = 0.36*Xumax/d(1-0.42Xumax/d)fck*bd^2
42.35x10^6=0.36*Xumax/d(1-0.42x0.48)15x10000d^2
d=33.6015<100mm
Hence ok.
CONCRETING
1 Plain cement concrement 1:3:6 nominal mix in foundation with crushed
aggregate 40 mm nominal size mechanically mixed placed in foundation and
compacted by vibration including curing for 28 days as per month as per IS
code 456-2000 .
2 plane/reinforced cement concrete M-20 in open foundation complete as per
drawing and technical specification as per IS code 45-2000.
3 construction of footpath over RCC slab 100 mm thick ,over laid with pre-cast
concrete tiles in cement mortar 1:3 as per IS code 456-2000.
Hand mixing Concrete
SITE SAFETY
 All visiotors and deliveries must to the site office.
 Safety helmets must be worn on this site.
 Safety footware must be worn on this site.
 High visibility garments must be worn on this site.
 Unauthorised entry to this site is strictly forbidden.
 No smoking on this site.
EXPERIENCE
This is very wonderful experiance . I felt very comfortable with engineers and
labours at Chandauli. The engineers detected to us sincerely all things and at
governing .They easely solve it with in simple words .there are also available
the primary medical treatment at the site in the condition for any injuries and it
is one of the most best condition at the site .
THANK YOU
Sadab AHMAD

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Sadab AHMAD

  • 1. TRAINING REPORT On A PROJECT ON RESIDENTIAL BUILDING OF PUBLIC WORK DEPARTMENT Submitted for partial fulfilment of Awards of BACHELOR OF TECHNOLOGY IN CIVIL ENGINEERING 2016-2017 BY PRADEEP YADAV (1342100038) SURYA SCHOOL OF PLANNING ENGINEERING AND MANAGEMENT, Lucknow Affiliated to Dr. A.P.J. Abdul Kalam Technical University,Lucknow DEPARTMENT OF CIVIL ENGINEERING, SSPEM
  • 2. ACKNOWLEDGEMENT We express our sincere thanks to MR. S K Yadav, Head of Civil Engineering department Surya SchoolOf Planning Engineering and Management, Lucknow, for his guidance and care taken by him in helping us to complete the work successfully. In our training period, we had to take the help and Guideline of a Respected Person, who deserve our greatest gratitude. The completion of this training gives us much pleasure. We would like to show our gratitude to Mr. Amarkant Sir for giving us a good guideline for training throughout numerous consultation. We would also like to expand our deepest gratitude to all those who have indirectly guided us in summer training. Many people, especially our team members itself, have made valuable comment suggestion on this proposal which gave us an inspiration to improve our training. We thank all the people for their help directly and indirectly to complete our trainning. (SIGNATURE)
  • 3. DECLARATION In the city Chandauli the detailed work related to broadening and making rigid of the Chandauli-Sakaldiha Road way is built up in the no.(1) 8/1/16 to avoid the conjunction on Chandauli-Sakaldiha Road in date 18/7/2017, from built up residential building completely under taken by public work department . We declare that this written submission represents our ideas in our own words and where others’ ideas or words have been included, we have adequately cited and referenced the original sources. We also declared that we have adhered to all principles of academic honesty and integrity and have not misrepresented or fabricated or falsified any idea/data/fact/source in my submission. We understand that any violation of the above will cause for disciplinary action by the institute and can also evoke penal action from the sources which have not been properly cited or from whom proper permission has not been taken when needed. Pradeep Yadav
  • 4. SPECIFICATION All the works shall be carried out as per P.W.D/M.O.R.T and H.IRC detailed specifications and as per latest instructions received from engineer in chief U.P.P.W.D., Chandauli.
  • 5.
  • 6. INTRODUCTION  Complete the project in the specified time horizon and allocated cost.  Deliver value to the customers by providing excellent customer support. As well as we know that P.W.D is the another construction of all construction it will stand after 150 years in the Indian culture to make the faboralors structure , and they will develop in accordance of engineer and architecture .Building are an integral part of the houses system. A efficient in order to maximize economic and social benefits. They play a significant role in achieving national development and contributing to the overall performance . So people will love the their leader and obey the laws of our country Surya School Of Planning Engineering and Management.  The basics needs of human existences are food ,clothin’s & shelter . From times times immemorial man has been making efforts in improving their standard of living. The point of his efforts has been to provide an economic and efficient shelter . The possessionof shelter besides being a basic, gives a feeling of security, responsibility and shown the social status of man .  A peaceful environment .  Safety from all natural source & climate conditions.  General facilities for community of his residential area .
  • 7. CONCEPT Project (Residential building) 1.ACKNOWLEDGEMENT 2. DECLARATION 3. SPECIFICATION 4. INTRODUCTION 5. CLASSIFICATIONOF BUILDINGS BASED ON OCCUPANCY 6. PROJECT DRAWING 7. ARRANGEMENT OF ROOM 8. RESPONSIBILITY AND OBJECTIVE OF THE PROJECT 9. DESIGN OF SLAB 10. CONCRETING 11. SITE SAFETY 12. EXPERIENCE
  • 8. PROJECT DRAWING RESPONSIBILITY AND OBJECTIVE OF THE PROJECT The whole construction work shall be carried out as per PUBLIC WORK DEPARTMENT /M.O.R.T. and H./I.R.C. and all the construction work related to this project controlled by these government organisation .DESIGN OF SLAB Slabs are to be designed under limit state method by reference of IS 456-2000  When the slab are supported in two way direction it acts as two way supported slab.  A two way slab is economical compared to one way slab.
  • 9. SLAB DESIGN: Fck=20 N/mm2 Fy=415 N/mm2 SPAN i. Shorter span :- Lx=9.8m Longer span :-Ly=14.62m ii. Check Ly/Ly=14.62/9.8 =1.4<2 Hence the slab has to be designed as “two way slab” iii. Providing over all depth of slab as ,150mm eff. depth =depth -20-diameter/2 =120-20-10/2 =125mm iv. Condition:- supported on four sides. v. Lode calculation:- Dead load =25x0.15x1 =3.75 KN/m Live lode =2x1 =2.0KN/m Floor finish =1x1 =1.0KN/m =6.75KN/m Bending moment:- (+)B.M. at mid span in sorter direction Mx(+)=ax(+)wlx2 =0.049x6x9.8^2 =28.235Kn-m Factored B.M =28.235x1.5 = 42.353Kn-m
  • 10. SPACING AND DIAMETER:- Provide 8mm dia bar at 210mm spacing (-ve)B.M. at continuous edge in shorter direction. Mx(-)=ax(-)wlx2 = 0.062x6x(9.8)^2 =36.386Kn-m Factored B.M. =36.386x1.554.579Kn-m (+)B.M.at mid spane in longer direction . My(+)=ay(+)wlx2 =0.035x6x(9.8)^2 =20.168Kn-m Factored B.M. =20.168x1.5 =30.252Kn-m Check for depth:- Permissible depth =100mm Mu. Lim. = 0.36*Xumax/d(1-0.42Xumax/d)fck*bd^2 42.35x10^6=0.36*Xumax/d(1-0.42x0.48)15x10000d^2 d=33.6015<100mm Hence ok.
  • 11. CONCRETING 1 Plain cement concrement 1:3:6 nominal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed placed in foundation and compacted by vibration including curing for 28 days as per month as per IS code 456-2000 . 2 plane/reinforced cement concrete M-20 in open foundation complete as per drawing and technical specification as per IS code 45-2000. 3 construction of footpath over RCC slab 100 mm thick ,over laid with pre-cast concrete tiles in cement mortar 1:3 as per IS code 456-2000. Hand mixing Concrete
  • 12. SITE SAFETY  All visiotors and deliveries must to the site office.  Safety helmets must be worn on this site.  Safety footware must be worn on this site.  High visibility garments must be worn on this site.  Unauthorised entry to this site is strictly forbidden.  No smoking on this site. EXPERIENCE This is very wonderful experiance . I felt very comfortable with engineers and labours at Chandauli. The engineers detected to us sincerely all things and at governing .They easely solve it with in simple words .there are also available the primary medical treatment at the site in the condition for any injuries and it is one of the most best condition at the site .