Calculation Sheet of Residential Building (Pile Caps Type)

CALCULATION SHEET Jeddah residential residential building

1.0

1.1

STRUCT RUCTUR URA AL DESI DESIGN GN CRIT CRITER ERIA IA

Design Codes Structural design and analysis will be in accordance with the following Codes and Standards: ACI - American Concrete Concrete Institute SBC - Sauidi Building Code AISC - American Institute Institute of Steel Construction ASCE - American Society Society of Civil Engineers ASTM - American Society Society for Te Testing and Materials Materials AS - American elding elding Society Society C!SI C!SI - Con Concre crete !ein !einfo forc rciing Steel teel Ins Institu titute te "CA - "ortland Ce Cement As Association "CI - "re-Cast Concrete Institute SAS# SAS# - Sau Saudi Arabi rabian an Stan Standa dard rd #rga #rgani ni$a $ati tion on S%I - Steel %ec& Institute S'I - Steel 'oist Institute IBC - International Building Code SBC - Saudi Building Code

1.2

Design St Stresses The design stresses shall be in accordance with the a((licable codes) !einforced concrete structures will com(ly with the SBC* C!SI* "CA and ACI codes and manuals) "re-cast+( "re-cast+(re-str re-stresse essed d concrete concrete structures structures will com(ly com(ly with the latest latest edition of the "CI* SBC* C!SI and ACI codes and manuals)

1.3

Design Loads

The ty(es of loads considered in the structural design are described below:

1.0

1.1

STRUCT RUCTUR URA AL DESI DESIGN GN CRIT CRITER ERIA IA

Design Codes Structural design and analysis will be in accordance with the following Codes and Standards: ACI - American Concrete Concrete Institute SBC - Sauidi Building Code AISC - American Institute Institute of Steel Construction ASCE - American Society Society of Civil Engineers ASTM - American Society Society for Te Testing and Materials Materials AS - American elding elding Society Society C!SI C!SI - Con Concre crete !ein !einfo forc rciing Steel teel Ins Institu titute te "CA - "ortland Ce Cement As Association "CI - "re-Cast Concrete Institute SAS# SAS# - Sau Saudi Arabi rabian an Stan Standa dard rd #rga #rgani ni$a $ati tion on S%I - Steel %ec& Institute S'I - Steel 'oist Institute IBC - International Building Code SBC - Saudi Building Code

1.2

Design St Stresses The design stresses shall be in accordance with the a((licable codes) !einforced concrete structures will com(ly with the SBC* C!SI* "CA and ACI codes and manuals) "re-cast+( "re-cast+(re-str re-stresse essed d concrete concrete structures structures will com(ly com(ly with the latest latest edition of the "CI* SBC* C!SI and ACI codes and manuals)

1.3

Design Loads

The ty(es of loads considered in the structural design are described below:

,)), Dead Loads: %ead loads loads include include the the weight weight of all structur structural al framing* all construction materials (ermanently incor(orated into the buildi building ng and su((or su((orted ted by the framin framing g .inclu .includin ding g builtbuilt-in in (artitions and (ermanent e/ui(ment0) e/ui(ment0) The vertical vertical (ressures of li/uids are also included in dead loads)

,))1 Live Loads: 2ive loads include loads loads due to intended use and occu(ancy of an area* (ersonnel* movable e/ui(ment* lateral earth (ressures* vehicle* aircraft* and im(act loading) 3nit live loads* as listed in Figre A* A* are ta&en as the minimum live loads for the design of structures for the occu(ancies listed) 4or any area not listed* minimum loads are as listed in Table 5-, of the ASCE6-78) ASCE6-78) 2oads are a((lied in accordance accordance with Cha(ter Cha(ter 5 of the SBC7,-76) 4or elevators and other moving loads* e/ui(ment manufacturer information will be used for wheel loads* e/ui(ment loads* and weight of moving (arts)

FIGURE A ! UNIT LI"E L#ADS REFERENCE: ASCE $!0% and S&C301!0$

#CCU'ANC( #CCU'ANC( AREA

UNIF#R) L#AD *n + ,-

Inaccessible roof

,)77

Accessible roof

1)77

Sho((ing

8)77

Corridors* Stairs

8)77

#ffices

)77

Stories

8 - ,7

"rivate rooms

1)77

4iling rooms

8)77 6)87 6)87 or actua actuall e/ui(m e/ui(ment ent weight

Mechanical !ooms

,)) ind Loads: ind loads loads will will be based based on Sectio Section n 9-, of the the Saudi Building Code) Based on e(ected (revailing (revailing conditions conditions

at site* all structures will be designed for a basic wind as shown on the attached (attachment # 10) %esign wind (ressures for various height $ones above ground will be calculated in accordance with combined height* e(osure and (ressure coefficients given in Tables) An im(ortance factor of .,),80 will be used for all buildings) ,))5 Seis,i/ Loads: All structures and com(onents will be designed in accordance with the SBC7,-76 regions for determination of the maimum considered earth/ua&e ground motion in ;SA as shown on the attached (attachment # 2,3&4). And an im(ortance factor of .,)180 will be used for all buildings)

,))8 Lands/ae Loads: "rovisions will be made in the design of facilities roofs for loads due to (lanters* soil* trees and shrubs) ,))9 Dee/tion: The deflection of any structure or structural member is limited by the values set forth by any of the governing conservative values of a((licable codes and standards) ,))6 Staiit4: A minimum factor of safety against sliding or overturning of .,)80 will be used for all structures)

1.5

Load Co,inations The various loads will be a((lied to the structures in combination with factors as indicated in ACI < SBC) Each of the loads will be calculated and the combination (roducing the largest resultant forces and moments will be used in the design)

A : FACTORED LOAD COMBINATION COMBINATION: U = 1.4 (D + F) U = 1.4 (D + F + T) + 1.7 (L + H)

B :SERVICE LOAD

S = D + L + (L r or R) S = D + L + 1.3 W

+ 0.5 (Lr or R) U = 1.2 D + 1.6 W + f 1L + 0.5 (Lr or R) U = 1.2 D + 1.0 E + f 1L

S = D + L + 1.3 W/2 S=D+L+

E/1.4 U = 0. D + 1.6 W + 1.6 H

S = 0. D + E/1.4

U = 0. D + 1.0 E + 1.6 H

W!"r": f 1 = 1.0 for f#oor$ %& '#"$ of '*#% $$",# for #%" #o$ """%& (5.0 &/,) & for r" . f 1 = 0.5 for o!"r #%" #o$.

1.%

Soi Design 'ara,eters 2ateral (ressure* allowable bearing ca(acity * and other soil and roc& design (arameters will be based on recommendation of the Soil Investigation !e(ort)

1.6

Design )et7ods All reinforced concrete structures will be designed by the ultimate strength method* as defined in ACI * ece(t for all sanitary engineering structures which will be designed by wor&ing stress design method as recommended by ACI Committee 87) Steel structures will be designed by the wor&ing stress method* in accordance with AISC manual of steel construction .AS%0)

Applicable Computer Software

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1.$

Strengt7 o )aterias ,)6), Concrete Minimum Cylinder Com(ressive Strength at 1= days

fc> ? 7 M(a for all footings* columns* walls* beams * sus(ended slabs* stairs* concrete to((ing < water tan&s 4c> ? 7 M(a for blinding concrete and slabs on grade 4c> ? 7 M(a for (re-cast (re-stressed concrete elements Ty(e . 0 cement (lus microsilica shall be used for all reinforced concrete in contact with ground) All others shall be ty(e . 0 cement)

,)6)1 !einforcing Steel Minimum @ield Strength fy ? 517 M(a for ASTM* A9,8 rade 97* deformed main reinforcing bars) fy ? 517 M(a for ASTM* A9,8 rade 97* deformed bars used as stirru(s* column ties or s(irals) fy ? 877 M(a for ASTM A,=8 or BS55=* for welded wire fabric) fy ? ,=77 M(a for ASTM A5,9 or BS8=9* 3ncoated Seven-ire Stress !elieved Strands for (re-stressed concrete)

,)6) Structural Steel Minimum @ield Strength fy ? 187 M(a for ASTM A9 hot  rolled steel structural sections) fy ? 58 M(a for ASTM A8,5 cold  formed steel structural member

Bolted Connections ASTM A18 high strength bolts for (rimary connections and ASTM A76 for secondary connections and anchor bolts)

elded connections ASTM E67DD low hydrogen welding electrodes) All welds shall conform to AS A8), and %,), Structural elding Code)

Steel !oof %ec& Minimum @ield Strength fy ? 118 M(a for ASTM A9,, or ASTM A559)

,)6)5 Masonry onloadbearing concrete masonry units shall conform to ASTM C,1 * Ty(e .I0 Moisture Controlled * with fFm ? 5),5 M(a minimum ultimate com(ressive strength . average net area 0 at 1= days) Mortar shall be in accordance with ASTM C 167* Ty(e .0 for interior and Ty(e .S0 for eterior) Gertical reinforcement shall conform to ASTM A9,8* rade 97 deformed bars with fy ? 5,8 M(a) Hori$ontal reinforcement shall be 1 dia) 5  577 truss ty(e or a((roved e/ual) rout to be used in cores* where reinforcements are (laced shall conform to ASTM C569)

2.0 Geote/7ni/a Investigation Ana4ses eotechnical soil investigation shall be conducted to cover all different sites and building locations) The sub soil investigation wor& shall be eecuted as (er the technical s(ecifications attached (attachment # 5).

3.0

Fra,ing S4ste,

3.1

Fondation S4ste, 4oundation design based on recommendations contained in geotechnical investigation re(ort Contractor is res(onsible to confirm these values) any variations must be re(orted to the designer) #ver ecavated areas under foundation must be bac&filled with blinding concrete) All engineered fill materials shall be com(acted in accordance with the s(ecification) All concrete surfaces in direct contact with the soil are to be (rotected with bituminous dam( (roofing as (er the s(ecification unless otherwise noted)

Contractor shall undergo (robing to locate (resence of soil cavities* (articularly under heavily loaded columns and shear walls * and shall eecute the necessary remedial

3.2 Ser str/tre S4ste, 8 Long San Areas e have two re/uirements :-

alternative

systems

according

to

architectural

4or limited structural system height * we (ro(ose one way High-grade steel truss to allow the (assing of E+M services through its (anels * and su((orting cast in (lace one way slabs above it ) "re-cast (re-stress concrete beams * su((orting cast in (lace one way to((ing slabs)

J #t7er Regar Areas •

•

•

•

•

The framewor& for all buildings will consist of cast-in-(lace reinforced concrete flat slabs with dro( (anels if needed and with marginal beams ) The reinforced concrete columns will be utili$ed to su((ort vertical loads and to resist lateral loads if re/uired) Buildings to be (rovided by shear walls to resist lateral loads* if needed Interior (artitions and eterior walls are non-load bearing and shall be of any materials to suit architectural re/uirements) There will be e(ansion Koints at a maimum distance of 87L97 meters if re/uired

(attachment # 1)

REFERENCE IND S'EED Fro, : ational Meteorology < Environment Center

%& $'"" ; 141 <,/!r 

Characteristic ind S(eed* in meters (er second* at ,7 meters above ground* with a (robability of (?7)71 to be eceeded once in any one year) Conversion factor: m(s  )9 ? --- &(h Eam(le:  m(s  )9 ? ,5, &(h

(attachment # 2)

(attachment # 3)

(attachment # 3)

(attachment # 4)

(attachment # 4)

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For De&i()i)( a)" Co)&ulti)(

(attachment # 5) TEC9NICAL S'ECIFICATI#N F#R SU&!S#IL IN"ESTIGATI#N 1.0 S/oe o or: Sub-soil investigation is re/uired to identify the sub-surface materials in-situ and laboratory tests) Engineering analysis shall be made and detailed design criteria shall be (rovided to design the safe and economical foundation for the structure) Chemical and other tests shall be (erformed on sam(les of ground

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(attachment # 5) TEC9NICAL S'ECIFICATI#N F#R SU&!S#IL IN"ESTIGATI#N 1.0 S/oe o or: Sub-soil investigation is re/uired to identify the sub-surface materials in-situ and laboratory tests) Engineering analysis shall be made and detailed design criteria shall be (rovided to design the safe and economical foundation for the structure) Chemical and other tests shall be (erformed on sam(les of ground water and soil to determine corrosion (otential) 2ocate on site the boreholes as shown on drawing) here obstruction s encountered* relocate boreholes to the location advised by the consultant) hen cavities are encountered* include recommendations on the number of (robing and layout together with cavity filling materials and (rocedures) 2.0 In!Sit Tenting: 1),

Standard "enetration Tests: These shall be carried out in accordance with ASTM s(ecification % ,8=9-96)

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These tests are to be (erformed at 7)68 meter intervals to a de(th of 9)77 meter and thereafter at ,)87 meter intervals or at every change of stratum in all cohesion less soils) 1)1

Sam(les: a) %isturbed sam(les b) 3ndisturbed sam(les shall be ta&en in all cohesive soils or mied soil having sufficient cohesion to allow undisturbed sam(ling at de(th intervals of ,)8 meters)

3.0 ater Tae: All water levels encountered in the boreholes shall be recorded and water sam(les shall be tested for their corrosive effect on concrete) Based on the (ast e(erience in the area* e(ected rise in water level due to local see(age shall be advised) This will be the basis of recommendation for (erimeter and or under drainage re/uirement and other forces affecting structural members)

5.0 Reorts and Re/ords o Rests: All measurements shall be in SI unit) 4ollowing information shall be recorded on the borehole logs) a. !eference information) . "ersonnel information) /. E/ui(ment data) d. All sam(ling and coring o(erations) e. %rive sam(les) . Soil or roc& coring  !N% for roc&) g. %escri(tion of materials) 7. The final de(th of the bottom of the casing* the weight and height of the hammer and the number of blows for each 77 mm of (enetration for driven casing)

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i. round water information consisting of the de(th of the water surface in the hole) ;. The descri(tion and thic&ness of each ty(e of soil or roc&) . The results of the Standard "enetration Tests)

%.0 Laorator4 Tests: The (rogram of laboratory testing shall be oriented toward obtaining data (ertinent to the design of the foundation system) The laboratory tests shall be carried out in an a((roved laboratory) T7e re<ired tests are: 8), 4or Cohesion less Soils: Sieve analysis on re(resentative sam(les form each stratum encountered) Maimum and minimum densities on selected sam(les if re/uired) Chemical analysis) •

•

•

8)1 4or Cohesive Soil: Sieve analysis) • •

Mechanical analysis)

Atterberg limits)

• •

atural moisture content)

•

Bul& density of selected re(resentative sam(les)

•

3n drained tri aial shear tests)

•

Chemical analysis)

8) 4or !oc&:

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For De&i()i)( a)" Co)&ulti)( •

3nconfined com(ression tests on selected roc&s)

•

Solubility in water)

•

Chemical analysis)

8)5 Corrosion effect of water and soils on concrete)

6.0

Standards: All wor&s shall be carried out in accordance with the latest relevant American Society for Testing and Materials)

$.0

Engineering Ana4sis and Fondation Re/o,,endations: The contractor shall evaluate the subsurface information obtained from the boreholes and the data obtained from the laboratory testing and shall recommend the most a((ro(riate foundation ty(e.s0 for the (lanned structure) The contractor shall also (rovide the detailed criteria necessary for the design of foundations) Criteria for the (lacement of structural fill shall also be included) The value of modulus of sub grade reaction shall be figured out at foundation levels) These values are re/uired in the analysis and design of foundation) The contractor shall ma&e se(arate recommendation on foundation of ancillary structures li&e boundary walls and (lanter walls if it differs from the main structureFs recommendation)

=.0 After com(letion of drilling the boreholes and collection of re/uired sam(les* the site should be cleaned and all boreholes shall be covered with a((ro(riate cover)

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FOUNDATION LEVEL

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GOUND FLOO

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E'#ERTISE

HAI AB%E2!AE;


***************************************************************************************** CALC+LATION S,EET

DEC !- 'age %5 o ,5

E'#ERTISE

HAI AB%E2!AE;


!E"OND FLOO

***************************************************************************************** CALC+LATION S,EET

DEC !- 'age %% o ,5

E'#ERTISE

HAI AB%E2!AE;


***************************************************************************************** CALC+LATION S,EET

DEC !- 'age %6 o ,5

E'#ERTISE

HAI AB%E2!AE;


***************************************************************************************** CALC+LATION S,EET

DEC !- 'age %$ o ,5

E'#ERTISE

HAI AB%E2!AE;


***************************************************************************************** CALC+LATION S,EET

DEC !- 'age %= o ,5

E'#ERTISE

HAI AB%E2!AE;


***************************************************************************************** CALC+LATION S,EET

DEC !- 'age %> o ,5

E'#ERTISE

HAI AB%E2!AE;


***************************************************************************************** CALC+LATION S,EET

DEC !- 'age 60 o ,5

E'#ERTISE

HAI AB%E2!AE;


***************************************************************************************** CALC+LATION S,EET

DEC !- 'age 61 o ,5

E'#ERTISE

HAI AB%E2!AE;


***************************************************************************************** CALC+LATION S,EET

DEC !- 'age 62 o ,5

E'#ERTISE

HAI AB%E2!AE;


***************************************************************************************** CALC+LATION S,EET

DEC !- 'age 63 o ,5

E'#ERTISE

HAI AB%E2!AE;


***************************************************************************************** CALC+LATION S,EET

DEC !- 'age 65 o ,5

E'#ERTISE

HAI AB%E2!AE;


***************************************************************************************** CALC+LATION S,EET

DEC !- 'age 6% o ,5

E'#ERTISE

HAI AB%E2!AE;


***************************************************************************************** CALC+LATION S,EET

DEC !- 'age 66 o ,5

E'#ERTISE

HAI AB%E2!AE;


***************************************************************************************** CALC+LATION S,EET

DEC !- 'age 6$ o ,5

E'#ERTISE

HAI AB%E2!AE;


***************************************************************************************** CALC+LATION S,EET

DEC !- 'age 6= o ,5

E'#ERTISE

HAI AB%E2!AE;


TID FLOO

***************************************************************************************** CALC+LATION S,EET

DEC !- 'age 6> o ,5

E'#ERTISE

HAI AB%E2!AE;


***************************************************************************************** CALC+LATION S,EET

DEC !- 'age $0 o ,5

E'#ERTISE

HAI AB%E2!AE;


***************************************************************************************** CALC+LATION S,EET

DEC !- 'age $1 o ,5

E'#ERTISE

HAI AB%E2!AE;


***************************************************************************************** CALC+LATION S,EET

DEC !- 'age $2 o ,5

E'#ERTISE

HAI AB%E2!AE;


***************************************************************************************** CALC+LATION S,EET

DEC !- 'age $3 o ,5

E'#ERTISE

HAI AB%E2!AE;


***************************************************************************************** CALC+LATION S,EET

DEC !- 'age $5 o ,5

E'#ERTISE

HAI AB%E2!AE;


***************************************************************************************** CALC+LATION S,EET

DEC !- 'age $% o ,5

E'#ERTISE

HAI AB%E2!AE;


***************************************************************************************** CALC+LATION S,EET

DEC !- 'age $6 o ,5

E'#ERTISE

HAI AB%E2!AE;


***************************************************************************************** CALC+LATION S,EET

DEC !- 'age $$ o ,5

E'#ERTISE

HAI AB%E2!AE;


***************************************************************************************** CALC+LATION S,EET

DEC !- 'age $= o ,5

E'#ERTISE

HAI AB%E2!AE;


***************************************************************************************** CALC+LATION S,EET

DEC !- 'age $> o ,5

E'#ERTISE

HAI AB%E2!AE;


***************************************************************************************** CALC+LATION S,EET

DEC !- 'age =0 o ,5

E'#ERTISE

HAI AB%E2!AE;


***************************************************************************************** CALC+LATION S,EET

DEC !- 'age =1 o ,5

E'#ERTISE

HAI AB%E2!AE;


***************************************************************************************** CALC+LATION S,EET

DEC !- 'age =2 o ,5

E'#ERTISE

HAI AB%E2!AE;


OOF FLOO

***************************************************************************************** CALC+LATION S,EET

DEC !- 'age =3 o ,5

E'#ERTISE

HAI AB%E2!AE;


***************************************************************************************** CALC+LATION S,EET

DEC !- 'age =5 o ,5

E'#ERTISE

HAI AB%E2!AE;


***************************************************************************************** CALC+LATION S,EET

DEC !- 'age =% o ,5

E'#ERTISE

HAI AB%E2!AE;


***************************************************************************************** CALC+LATION S,EET

DEC !- 'age =6 o ,5

E'#ERTISE

HAI AB%E2!AE;


***************************************************************************************** CALC+LATION S,EET

DEC !- 'age =$ o ,5

E'#ERTISE

HAI AB%E2!AE;


***************************************************************************************** CALC+LATION S,EET

DEC !- 'age == o ,5

E'#ERTISE

HAI AB%E2!AE;


***************************************************************************************** CALC+LATION S,EET

DEC !- 'age => o ,5

E'#ERTISE

HAI AB%E2!AE;


***************************************************************************************** CALC+LATION S,EET

DEC !- 'age >0 o ,5

E'#ERTISE

HAI AB%E2!AE;


***************************************************************************************** CALC+LATION S,EET

DEC !- 'age >1 o ,5

E'#ERTISE

HAI AB%E2!AE;


***************************************************************************************** CALC+LATION S,EET

DEC !- 'age >2 o ,5

E'#ERTISE

HAI AB%E2!AE;


%ESI #4 C#23MS

***************************************************************************************** CALC+LATION S,EET

DEC !- 'age >3 o ,5

E'#ERTISE

HAI AB%E2!AE;


***************************************************************************************** CALC+LATION S,EET

DEC !- 'age >5 o ,5

E'#ERTISE

HAI AB%E2!AE;


***************************************************************************************** CALC+LATION S,EET

DEC !- 'age >% o ,5

E'#ERTISE

HAI AB%E2!AE;


***************************************************************************************** CALC+LATION S,EET

DEC !- 'age >6 o ,5

E'#ERTISE

HAI AB%E2!AE;


***************************************************************************************** CALC+LATION S,EET

DEC !- 'age >$ o ,5

E'#ERTISE

HAI AB%E2!AE;


***************************************************************************************** CALC+LATION S,EET

DEC !- 'age >= o ,5

E'#ERTISE

HAI AB%E2!AE;


***************************************************************************************** CALC+LATION S,EET

DEC !- 'age >> o ,5

E'#ERTISE

HAI AB%E2!AE;


***************************************************************************************** CALC+LATION S,EET

DEC !- 'age 100 o ,5

E'#ERTISE

HAI AB%E2!AE;


***************************************************************************************** CALC+LATION S,EET

DEC !- 'age 101 o ,5

E'#ERTISE

HAI AB%E2!AE;


***************************************************************************************** CALC+LATION S,EET

DEC !- 'age 102 o ,5

E'#ERTISE

HAI AB%E2!AE;


***************************************************************************************** CALC+LATION S,EET

DEC !- 'age 103 o ,5

E'#ERTISE

HAI AB%E2!AE;


***************************************************************************************** CALC+LATION S,EET

DEC !- 'age 105 o ,5

E'#ERTISE

HAI AB%E2!AE;


***************************************************************************************** CALC+LATION S,EET

DEC !- 'age 10% o ,5

E'#ERTISE

HAI AB%E2!AE;


***************************************************************************************** CALC+LATION S,EET

DEC !- 'age 106 o ,5

E'#ERTISE

HAI AB%E2!AE;


***************************************************************************************** CALC+LATION S,EET

DEC !- 'age 10$ o ,5

E'#ERTISE

HAI AB%E2!AE;


***************************************************************************************** CALC+LATION S,EET

DEC !- 'age 10= o ,5

E'#ERTISE

HAI AB%E2!AE;


***************************************************************************************** CALC+LATION S,EET

DEC !- 'age 10> o ,5

E'#ERTISE

HAI AB%E2!AE;


***************************************************************************************** CALC+LATION S,EET

DEC !- 'age 110 o ,5

E'#ERTISE

HAI AB%E2!AE;


***************************************************************************************** CALC+LATION S,EET

DEC !- 'age 111 o ,5

E'#ERTISE

HAI AB%E2!AE;


***************************************************************************************** CALC+LATION S,EET

DEC !- 'age 112 o ,5

E'#ERTISE

HAI AB%E2!AE;


***************************************************************************************** CALC+LATION S,EET

DEC !- 'age 113 o ,5

E'#ERTISE

HAI AB%E2!AE;


***************************************************************************************** CALC+LATION S,EET

DEC !- 'age 115 o ,5

E'#ERTISE

HAI AB%E2!AE;


***************************************************************************************** CALC+LATION S,EET

DEC !- 'age 11% o ,5

E'#ERTISE

HAI AB%E2!AE;


***************************************************************************************** CALC+LATION S,EET

DEC !- 'age 116 o ,5

E'#ERTISE

HAI AB%E2!AE;


***************************************************************************************** CALC+LATION S,EET

DEC !- 'age 11$ o ,5

E'#ERTISE

HAI AB%E2!AE;


***************************************************************************************** CALC+LATION S,EET

DEC !- 'age 11= o ,5

E'#ERTISE

HAI AB%E2!AE;


***************************************************************************************** CALC+LATION S,EET

DEC !- 'age 11> o ,5

E'#ERTISE

HAI AB%E2!AE;


***************************************************************************************** CALC+LATION S,EET

DEC !- 'age 120 o ,5

E'#ERTISE

HAI AB%E2!AE;


***************************************************************************************** CALC+LATION S,EET

DEC !- 'age 121 o ,5

E'#ERTISE

HAI AB%E2!AE;


***************************************************************************************** CALC+LATION S,EET

DEC !- 'age 122 o ,5

E'#ERTISE

HAI AB%E2!AE;


***************************************************************************************** CALC+LATION S,EET

DEC !- 'age 123 o ,5

E'#ERTISE

HAI AB%E2!AE;


***************************************************************************************** CALC+LATION S,EET

DEC !- 'age 125 o ,5

E'#ERTISE

HAI AB%E2!AE;


***************************************************************************************** CALC+LATION S,EET

DEC !- 'age 12% o ,5

E'#ERTISE

HAI AB%E2!AE;


***************************************************************************************** CALC+LATION S,EET

DEC !- 'age 126 o ,5

E'#ERTISE

HAI AB%E2!AE;


***************************************************************************************** CALC+LATION S,EET

DEC !- 'age 12$ o ,5

E'#ERTISE

HAI AB%E2!AE;


***************************************************************************************** CALC+LATION S,EET

DEC !- 'age 12= o ,5

E'#ERTISE

HAI AB%E2!AE;


***************************************************************************************** CALC+LATION S,EET

DEC !- 'age 12> o ,5

E'#ERTISE

HAI AB%E2!AE;


***************************************************************************************** CALC+LATION S,EET

DEC !- 'age 130 o ,5

E'#ERTISE

HAI AB%E2!AE;


***************************************************************************************** CALC+LATION S,EET

DEC !- 'age 131 o ,5

E'#ERTISE

HAI AB%E2!AE;


***************************************************************************************** CALC+LATION S,EET

DEC !- 'age 132 o ,5

E'#ERTISE

HAI AB%E2!AE;


***************************************************************************************** CALC+LATION S,EET

DEC !- 'age 133 o ,5

E'#ERTISE

HAI AB%E2!AE;


***************************************************************************************** CALC+LATION S,EET

DEC !- 'age 135 o ,5

E'#ERTISE

HAI AB%E2!AE;


***************************************************************************************** CALC+LATION S,EET

DEC !- 'age 13% o ,5

E'#ERTISE

HAI AB%E2!AE;


***************************************************************************************** CALC+LATION S,EET

DEC !- 'age 136 o ,5

E'#ERTISE

HAI AB%E2!AE;


***************************************************************************************** CALC+LATION S,EET

DEC !- 'age 13$ o ,5

E'#ERTISE

HAI AB%E2!AE;


***************************************************************************************** CALC+LATION S,EET

DEC !- 'age 13= o ,5

E'#ERTISE

HAI AB%E2!AE;


***************************************************************************************** CALC+LATION S,EET

DEC !- 'age 13> o ,5

E'#ERTISE

HAI AB%E2!AE;


***************************************************************************************** CALC+LATION S,EET

DEC !- 'age 150 o ,5

E'#ERTISE

HAI AB%E2!AE;


***************************************************************************************** CALC+LATION S,EET

DEC !- 'age 151 o ,5

E'#ERTISE

HAI AB%E2!AE;


***************************************************************************************** CALC+LATION S,EET

DEC !- 'age 152 o ,5

Calculation Sheet of Residential Building (Pile Caps Type)

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