Calculation Sheet of Residential Building (Pile Caps Type)

8/10/2019 Calculation Sheet of Residential Building (Pile Caps Type)

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CALCULATIONSHEET

Jeddah residentialbuilding


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1.0 STRUCTURAL DESIGN CRITERIA

1.1 Design Codes

Structural design and analysis will be in accordance with the followingCodes and Standards:

ACI - American Concrete Institute

SBC - Sauidi Building Code

AISC - American Institute of Steel Construction

ASCE - American Society of Civil Engineers

ASTM - American Society for Testing and Materials

AS - American elding Society

C!SI - Concrete !einforcing Steel Institute

"CA - "ortland Cement Association

"CI - "re-Cast Concrete Institute

SAS# - Saudi Arabian Standard #rgani$ation

S%I - Steel %ec& Institute

S'I - Steel 'oist Institute

IBC - International Building Code

SBC - Saudi Building Code

1.2 Design Stresses

The design stresses shall be in accordance with the a((licable codes)

!einforced concrete structures will com(ly with the SBC* C!SI* "CAand ACI codes and manuals)

"re-cast+(re-stressed concrete structures will com(ly with the latestedition 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 describedbelow:


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,)), Dead Loads: %ead loads include the weight of all structuralframing* all construction materials (ermanently incor(orated intothe building and su((orted by the framing .including built-in(artitions and (ermanent e/ui(ment0) The vertical (ressures ofli/uids are also included in dead loads)

,))1 Live Loads: 2ive loads include loads due to intended use andoccu(ancy of an area* (ersonnel* movable e/ui(ment* lateralearth (ressures* vehicle* aircraft* and im(act loading)

3nit live loads* as listed in Figre A* are ta&en as the minimumlive 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) 2oads are a((lied in accordance with Cha(ter5 of the SBC7,-76)

4or elevators and other moving loads* e/ui(ment manufacturerinformation will be used for wheel loads* e/ui(ment loads* andweight of moving (arts)

FIGURE A ! UNIT LI"E L#ADS

REFERENCE: ASCE $!0% and S&C301!0$

#CCU'ANC( AREAUNIF#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

Mechanical !ooms 6)87 or actual e/ui(ment

weight

,)) ind Loads: ind loads will be based on Section 9-, of the

Saudi Building Code) Based on e(ected (revailing conditions


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at site* all structures will be designed for a basic wind as shownon the attached (attachment # 10)

%esign wind (ressures for various height $ones above groundwill be calculated in accordance with combined height* e(osureand (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 bedesigned in accordance with the SBC7,-76 regions fordetermination of the maimum considered earth/ua&e groundmotion 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/ae Loads: "rovisions will be made in the design offacilities roofs for loads due to (lanters* soil* trees and shrubs)

,))9 Dee/tion: The deflection of any structure or structuralmember is limited by the values set forth by any of the governingconservative values of a((licable codes and standards)

,))6 Staiit4: A minimum factor of safety against sliding oroverturning 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 withfactors as indicated in ACI < SBC) Each of the loads will be calculatedand the combination (roducing the largest resultant forces andmoments will be used in the design)

A : FACTORED LOAD COMBINATION B :SERVICE LOADCOMBINATION:

U = 1.4 (D + F) S = D + L + (Lror R)

U = 1.4 (D + F + T) + 1.7 (L + H) S = D + L + 1.3 W

+ 0.5 (Lr or R)

U = 1.2 D + 1.6 W + f1L + 0.5 (Lror R) S = D + L + 1.3 W/2

U = 1.2 D + 1.0 E + f1L S = D + L +

E/1.4 U = 0. D + 1.6 W + 1.6 H S = 0. D + E/1.4


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U = 0. D + 1.0 E + 1.6 H

W!"r":

f1= 1.0 for f#oor$ %& '#"$ of '*#% $$",#-

for #%" #o$ """%& (5.0 &/,) & for r" . f1= 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 SoilInvestigation !e(ort)

1.6 Design )et7ods

All reinforced concrete structures will be designed by the ultimatestrength method* as defined in ACI * ece(t for all sanitary engineeringstructures which will be designed by wor&ing stress design method asrecommended 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

Sr**r# "$%& & -$%$ %## " r"" - !" fo##o%& o,'*"r

$ofr".

ETABS Sr**r# -$%$ & "$%& 'ror,.

SAFE Rf F# 8#" -$%$ & "$%& 'ror,.Sap !!! Sr**r# -$%$ & "$%& 'ror,.

Staa" pro Sr**r# -$%$ & "$%& 'ror,.

#CA COL D"$%& of 9o&r"" o#*,&$.

E$cel S%eet& Ho," " Sr**r# S!""$ .


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1.$ Strengt7 o )aterias

,)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 A9 hot rolled steel structural

sections)

fy ? 58 M(a for ASTM A8,5 cold formed steel structural

member

Bolted Connections

ASTM A18 high strength bolts for (rimary connections and ASTM

A76 for secondary connections and anchor bolts)

elded connections

ASTM E67DD low hydrogen welding electrodes) All welds shall conformto AS A8), and %,), Structural elding Code)


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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 eterior)

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 shallconform to ASTM C569)

2.0 Geote/7ni/a Investigation Ana4ses

eotechnical soil investigation shall be conducted to cover all differentsites and building locations) The sub soil investigation wor& shall beeecuted as (er the technical s(ecifications attached (attachment #5).

3.0 Fra,ing S4ste,

3.1 Fondation S4ste,

4oundation design based on recommendations contained in

geotechnical investigation re(ortContractor is res(onsible to confirm these values) any variations must bere(orted to the designer)

#ver ecavated areas under foundation must be bac&filled with blindingconcrete)

All engineered fill materials shall be com(acted in accordance with thes(ecification)

All concrete surfaces in direct contact with the soil are to be (rotectedwith bituminous dam( (roofing as (er the s(ecification unless otherwisenoted)


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

3.2 Ser str/tre S4ste,

8 Long San Areas

e have two alternative systems according to architecturalre/uirements :-

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 Regar Areas

The framewor& for all buildings will consist of cast-in-(lace

reinforced concrete flat slabs with dro( (anels if needed andwith 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 eterior walls are non-load bearing and

shall be of any materials to suit architectural re/uirements)

There will be e(ansion Koints at a maimum distance of

87L97 metersif re/uired


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(attachment # 1)

REFERENCE IND S'EED

Fro, : ational Meteorology < Environment Center

%& $'"" ; 141


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Characteristic ind S(eed* in meters (er second* at ,7 meters aboveground*

with a (robability of (?7)71 to be eceeded once in any one year)

Conversion factor: m(s )9 ? --- &(hEam(le: m(s )9 ? ,5, &(h


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(attachment # 2)


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(attachment # 3)


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(attachment # 4)


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E'#ERTISE

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

(attachment # 5)

TEC9NICAL S'ECIFICATI#N

F#R

SU&!S#IL IN"ESTIGATI#N

1.0 S/oe o or:

Sub-soil investigation is re/uired to identify the sub-surface materialsin-situ and laboratory tests)

Engineering analysis shall be made and detailed design criteria shallbe (rovided to design the safe and economical foundation for thestructure)

Chemical and other tests shall be (erformed on sam(les of groundwater and soil to determine corrosion (otential)

2ocate on site the boreholes as shown on drawing) here obstructions encountered* relocate boreholes to the location advised by theconsultant)

hen cavities are encountered* include recommendations on thenumber 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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CALC+LATION S,EET DEC !-'age 15 o ,5

HAI AB%E2!AE;


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These tests are to be (erformed at 7)68 meter intervals to ade(th of 9)77 meter and thereafter at ,)87 meter intervals or atevery 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 ormied soil having sufficient cohesion to allow undisturbedsam(ling at de(th intervals of ,)8 meters)

3.0 ater Tae:

All water levels encountered in the boreholes shall be recorded andwater 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 leveldue to local see(age shall be advised) This will be the basis ofrecommendation for (erimeter and or under drainage re/uirement andother forces affecting structural members)

5.0 Reorts and Re/ords o Rests:

All measurements shall be in SI unit) 4ollowing information shall berecorded 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 ofthe hammer and the number of blows for each 77 mm of(enetration for driven casing)

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CALC+LATION S,EET DEC !-'age 1% o ,5

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i. round water information consisting of the de(th of the watersurface 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 Laorator4 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


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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 relevantAmerican Society for Testing and Materials)

$.0 Engineering Ana4sis and Fondation Re/o,,endations:

The contractor shall evaluate the subsurface information obtained fromthe boreholes and the data obtained from the laboratory testing andshall recommend the most a((ro(riate foundation ty(e.s0 for the

(lanned structure) The contractor shall also (rovide the detailedcriteria necessary for the design of foundations) Criteria for the(lacement of structural fill shall also be included) The value of modulusof sub grade reaction shall be figured out at foundation levels) Thesevalues are re/uired in the analysis and design of foundation)

The contractor shall ma&e se(arate recommendation on foundation ofancillary structures li&e boundary walls and (lanter walls if it differsfrom the main structureFs recommendation)

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

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CALC+LATION S,EET DEC !-'age 1$ o ,5

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FOUNDATION LEVEL

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!E"OND FLOO

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HAI AB%E2!AE;


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HAI AB%E2!AE;


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HAI AB%E2!AE;


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HAI AB%E2!AE;


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E'#ERTISE


HAI AB%E2!AE;

Calculation Sheet of Residential Building (Pile Caps Type)

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Transcript of Calculation Sheet of Residential Building (Pile Caps Type)