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