8/10/2019 Reaction Sheet

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FORCES UNDERSIDE OF BASE PLATE TO DESIGN RCC FOUNDATION

JOB NO. : ENQ-1031 Rev. No. : R0

Locato! : LUCKNOW-UP Date : "#- Nov- "01$

C%e!t : PACCFED F%%e& B' : A()t S(va*tava

De*c(+to! : MAIN FRAME C,ece& ' :

/e2SIGN CONENTION

RID B A

GRID LOAD TPE

B 1 EQ 4 1.55 -1.## 0.00 #.$"

" EQ -4 -1.55 1.## 0.00 -#.$"

3 DEAD LOAD -1.36 5.76 0.00 -".76

$ LIE LOAD -$.1" 1#.7" 0.00 -5.73

8 COLLATERAL LOAD 0.00 0.00 0.00 0.00

6 9IND ANGLE ERO; INT PRE; FRO< RIG=T -13.10 -#.3$ 0.00 -81.57

# 9IND ANGLE ERO; INT SUC; FRO< RIG=T -"6.#6 -"".6" 0.00 -66.7"

5 9IND ANGLE 70; INT PRE; FRO< RIG=T -6.57 -"6."" 0.00 -$.01

7 9IND ANGLE 70; INT SUC; FRO< RIG=T -"0.8# -$1.$7 0.00 -17.11

10 9IND ANGLE ERO; INT PRE; FRO< LEFT 8#.3" -38.## 0.00 115.61

11 9IND ANGLE ERO; INT SUC; FRO< LEFT $3.8# -81.0" 0.00 103.35

1" 9IND ANGLE 70; INT PRE; FRO< LEFT -6.57 -"6."" 0.00 -$.01

13 9IND ANGLE 70; INT PRE; FRO< LEFT -"0.8# -$1.$7 0.00 -17.11

A 1 EQ 4 1.55 1.## 0.00 #.$"

" EQ -4 -1.55 -1.## 0.00 -#.$"

3 DEAD LOAD 1.36 5.76 0.00 ".76

$ LIE LOAD $.1" 1#.7" 0.00 5.73

8 COLLATERAL LOAD 0.00 0.00 0.00 0.00

6 9IND ANGLE ERO; INT PRE; FRO< RIG=T -8#.3" -38.## 0.00 -115.61

# 9IND ANGLE ERO; INT SUC; FRO< RIG=T -$3.8# -81.0" 0.00 -103.35

5 9IND ANGLE 70; INT PRE; FRO< RIG=T 6.57 -"6."" 0.00 $.01

7 9IND ANGLE 70; INT SUC; FRO< RIG=T "0.8# -$1.$7 0.00 17.11

10 9IND ANGLE ERO; INT PRE; FRO< LEFT 13.10 -#.3$ 0.00 81.57

11 9IND ANGLE ERO; INT SUC; FRO< LEFT "6.#6 -"".6" 0.00 66.7"

1" 9IND ANGLE 70; INT PRE; FRO< LEFT 6.57 -"6."" 0.00 $.01

13 9IND ANGLE 70; INT PRE; FRO< LEFT "0.8# -$1.$7 0.00 17.11

I>+. Note*:12 Fo?!&ato! To e De*@!e& o( t,e >o*t c(tca% %oa& co>!ato!.

"2 T,e *@! co!ve!to!* o( t,e (eacto! *,o?%& e co!*&e(e& a* *,o! ! t,e &a@(a>.

=OR. LOADS /=2 /N2IN 4 DIRECTION

ER. LOADS /2/N2

=OR. LOADS /2 /N2IN 4 DIRECTION