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DESIGN OF SINGLE STOREY RESIDENTIAL BUILDING

Civil Construction Projects Provider Maharastra

9827566658

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03-August-2018

INTRODUCTION
 
• A single storey building is shelter in which human beings live.
• A single storey building is a house in which one and his family live,enjoy all the happiness,affection and love of each other. 
• House need to be planned according to the needs of the occupants and also according to available funds.
• The house need to be planned on the basis of a family as a unit . 
• No hard and fast rules for particular standard of  accommodation can be laid down.
• A building used for dwelling purposes is known as residential build .
 
 
  • LOAD CONSIDERATION
• Load combination is adopted to get design loads is  = 1.2DL + 1.2IL + 1.2EL  
• DL - Dead load, IL - imposed load, EL - earthquake load, WL -wind load.
• Earthquake moment = 6KN-m
• Live load = 2KN/m
• Wind load is not considered for single storey structure. 
 
 
  • MOMENT CALCULATION 
  • For 1 part
  • Total area = 14.13 m²
  • Area of triangle part =5.52+5.52=11.04 m²
  • Area of remaining part=1.53+1.53=3.06 m²
  • For part 2
  • Total area=10.2 m²
  • Area of triangle part=2.89+2.89=5.78 m²
  • Area of remaining part=2.21+2.21=4.42 m²
  • For part 3
  • Total area=20.1 m²
  • Area of triangle part=5.61+5.61=11.22 m²
  • Area of remaining part=4.43+4.43=8.87 m²
  • Load  on column :-
  • Thickness of beam=150 mm
  • Density of r.c.c=25kn/ m²
  • ASSUME LIVE LOAD  =  2KN/M
  • Load on AB= (1.53×25×.15)+(2.5×1.53)=9.6 KN
  • Load on column A & B= 4.77KN
  • Load on CD=9.6+(2.21×.15×25)+( 2.5×2.21)=23.4 KN
  • Load on C & D= 11.7 KN
  • Load on EF= 13.8+(4.4×.15×25)+(2.5×4.43)=41.48 KN
  • Load on E& F= 20.74 KN
  • Load on GH=( 4.43×.15×25)+(2.5×4.43)=27.68 KN
  • Load on G & H=13.84 KN
  • LOAD ON BD = (41.4+27.6) = 69 KN
  • LOAD ON B&D= 34.5 KN
  • LOAD 0N DF =(14.41+21.67) =56.1 KN
  • LOAD ON D& F =28.05 KN
  • LOAD ON FH =(28.05+42.07)=70.12 KN 
  • LOAD ON F&H =35.08 KN
  •           LOADING FRAME :- 
  •                          UDL ON TOP PORTION =(235.9/14.8)
                                                       =15.94 KN/M
 
MOMENT CALCULATION  BY  MOMENT  DISTRIBUTION  METHOD MOMENT AT ENDS:-
 
MOMENT   AT  END  AB =(WL²÷8) =(15.94×4.7²/8) =44.01 KNM
MOMENT  AT  END  BC =(15.94×3.4²/8)=22.98 KNM
MOMENT AT  END  CD=(15.94×6.7²/8)=89.44 KNM
FIXED   END MOMENTS :-
.MOMENT AT END AB =  -(WL²/12)= -(15.94×4.7²/12)=  -29.34 KNM
MOMENT  AT END BA =29.34 KNM
MOMENT  AT END  BC = -(15.94×3.4²/12)= -15.35 KNM
MOMENT  AT  END CB = 15.35 KNM
MOMENT  AT  END  CD =-(15.94×6.7²/12) =-59.62KNM
MOMENT AT  END  DC  = 59.62 KNM

CONCLUSION

In this report, a design of Single storey residential building purpose is presented. We have successfully completed the planning and designing of a single storey structure.

The main key features of project are as follows:

  1. Plot size =  11.0mx15.0m
  2. Total construction area = 65% of plot size.
  3. A single storey house

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