Formwork template

Pr o j ec t : L o c at i o n : Cl i en t : J o b Ti t l e

Mad e B y: Ch ec k ed B y: Dat e: J o b .No / Rev .

WALL & COLUMN FORMWORK FORMWORK ANALYSIS

CONCRETE PRESSURE ANAL YSIS:

25.00  kN/m³ 2.00 unitless

7/13/2014

REF.

1. CONCRETE PROPERTIES: c= Ty p e =

CGB

 ACI 347-04

2548 kg/m³ Unit weight of Concrete Cement type or blend

1 - Types I, II, and II without retarders. 2 - Types I, II, and II with retarders.

Unit Weight Coefficient:

3 - Other types or blends containing less than 70% slag or 40 % fly ash without retarders 4  - Other types or blends containing less than 70% slag or 40 % fly ash with retarder. 5 - Blends containing more than 70% slag or 40% fly ash.

Cc = Cw =

1.20 unitless 1.098 unitless

Chemistry Coefficient Coefficient due to Unit Weight

Table 2.2 Table 2.1

2. PRESSURE LOAD ANALYSIS: EL = Ht = R= T= Pm i n = Pm ax = Pc al =

2.00 unitless 3.500  m 3.00  m/hr  30.0  º C

1 -  for Column, 2 - for Wall Height of the Concrete Rate of Pouring Temperature of Concrete

For Wall: 30Cw , Minimum pressure   gh , Maximum pressure CwCc [7.2 + 1156/ (T+17.8) + 785R/ (T+17.8)] Calculated pressure

Eqtn. 2.3

32.95 kPa 87.50 kPa 61.55  kPa

Height of Hydrostatic Zone

Eqtn. 2.4

Formwork Height Formwork Width Triburaty Width consider in analysis

SOL/MTH

. 2.46  m

Hz =

For Column:

Eqtn. 2.2

3. FORMWORK ANALYSIS: P_Ht = P_Wi = T_Wi =

4.308  m 2.40  m 1.20 m

Catalogue 5

- Tie Rod Rod Locatio n and Reaction 4.5

T-1 = T-2 = T-3 = T-4 = T-5 = T-6 = T-7 = T-8 = T-9 =

82.63  kN 69.18 kN 15.78 kN 0.01 kN  

0.00 kN 0.00 kN

 

0.00 kN 0.00 kN

 

0.00 kN 0.00 kN

 

0.00 kN 0.00 kN

 

0.00 kN 0.00 kN

4.31

Tie Rod Reaction 1 Tie Rod Reaction 2 Tie Rod Reaction 3 Tie Rod Reaction 4 Tie Rod Reaction 5 Tie Rod Reaction 6 Tie Rod Reaction 7 Tie Rod Reaction 8 Tie Rod Reaction 9

4

3.5

3

2.5

2

- REMARKS:

1.5

THEREFORE, USE TIE ROD ø17 mm

1

0.5

0 0.00 0

SO BANCHE

D:\Cris Files\old drive d\Calculation Files\Excel Sheet File\SO Panel Templat e

20

40

60

80

100

PRESSURE DIAGRAM

By: CGB