To calculate the dead , live and wind load for RC residential structure and to apply them using TSD

1. Calculate dead load in design report based on IS code and apply dead load on the model

• Finishes of 50mm
• Slab thickness as per the design
• Brick wall load

 

• Roofing load

 

 ans0-1.

PROCEDURE -

 

OPEN tekla designer software previous file >

open a file in ms excel  for calculation of dead load and live load .

-load tab >load cases from ribbon tab 

-load cases we define self weight with and without  slab load , dead ,live seismic and wind load .

-click add to dead load after self weight similary add on live  load etc. click on ok .

 select load combition on loading window .select generate .

 set initial parameter under combition genation genarator .>  next 

 

 

 

 

 click next 

 finish 

 dead load of slab is automatically designed by help of software .and apply on beam .

floor finish is 50mm  thick which provided both ground floor and first floor . 

there fore , finish load =thickness of floor finish x density of concerete .

 

                                 =.05 x 24 =1.2 n/m2

 

brickwall thickness =150 mm 

unit wt. of brick according to IS CODE  875 [P-1] 15.7 TO 24.5 KN/M2

Overe here unit wt. of brick taken =20kn/m2

 

 

 

BRICK WALL LOADING =UNIT WEIGHT OF BRICK  XBRICKWALL THICKNESS XFLOOR HEIGHT 

 

Brick loading for ground floor =20x.15x 5.2=15.6kn/m

 

similary for frist floor loading  =20x .15 x6.8 =20.4 kn/m

 

 

 

 

 

 

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in ground floor ,select dead load from load cases .

 

 

 LOAD TAB>AREA LOAD 

PROPERTY . LOADING INTENSITY 1.2 KN/M2 FOR FLOOR FINISH 

PICK EACH AREA >WHERE AREA LOADING APPLY .

 

 

 

 1ST floor> apply floor finish load > load cases > dead load 

 

area loa > 1.2 kn/m2

 

  top of beam level  floor> apply floor finish load > load cases > dead load 

 

area loa > 1.2 kn/m2

 

 

 

 

 

 

 

 

 

 

 

full brick wall load ,apply load outer wall of ground floor 

 

-full udl >load type >me,mber load > load intensity 15.6 kn/m 

 

 

 

 stair case brick wall ia applied at 3m . from 

grid line 1 .so pick a full udl at an intensity  

of 15.6 kn/m 

 

-ground floor plan to apply brick wall 

load grid line 1 .and 2 .and also b/w C AND D >LOAD INTENSITY 15.6 KN /M 

 ROOF LOADING -

 

 

TUrn off slab items ,wall panel for better view .

loadcases > dead load .> area load > 1.3 kn/m2[ceiling load +purling load  ][.3 +1]

 

 

 

 

 

2. Calculate live load in design report based on IS code and apply dead load on the model

 

 ans-

1st study of room ,kitchen ,staircase ,floor plan .

next input live load values as per is 875 [2] 1987

-equipment load=5 kn/m2

 

 

 

 

 

 

 -ground floor >.imposed load >area load >for staircase value 5  kn/m2

 

 

 

 

 -continue with same loading > office area live load  3 kn/m2

>existancecorridoor 5 kn./m2,

toilet 2kn/ .m2 in property window .

 

 

 

canteen and coffe area 3 kn /m2

 

 

 

similary 1st floor > provide imposed load in loading panel > area load . 5 kn/m 

 

 

 

 

-live load on roof  

 loading panel >imposed load > area load > load intewnsity 0.75 kn /m 2

 

 

 

 

3.Generate manual wind loading in the design report based IS code as per the following input

• Basic wind speed = 50m/s
• Terrain category 2