Instruction manuals

Calculation Sheet of Residential Building (Pile Caps Type)

Published
of 143
All materials on our website are shared by users. If you have any questions about copyright issues, please report us to resolve them. We are always happy to assist you.
Related Documents
Share
Description
Structuural Design
Transcript
  CALCULATIONSHEET Jeddah residentialbuilding  1.0STRUCTURAL DESIGN CRITERIA1.1Design 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    AS-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 1.2Design 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) 1.3Design Loads The ty(es of loads considered in the structural design are describedbelow:  ,)), 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 of li/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 Figre 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(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* andweight of moving (arts) FIGURE A ! UNIT LI E L#ADSREFERENCE: ASCE $!0% and S&C301!0$#CCU'ANC( AREAUNIF#R) L#AD*n + ,- Inaccessible roof,)77 Accessible roof1)77Sho((ing 8)77Corridors* Stairs8)77#ffices)77Stories8 - ,7 rivate rooms1)774iling rooms8)77Mechanical !ooms6)87or actual e/ui(ment weight,)) ind Loads:  ind loads will be based on Section 9-, of theSaudi Building Code) Based on e(ected (revailing conditions  at site* all structures will be designed for a basic wind as shownon the attached (attachment # 1 0)%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 SBC7,-76 regions for determination of the maimum 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/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 structuralmember is limited by the values set forth by any of the governingconservative 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) 1.5Load 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 + (L r   or R) U = 1.4 (D + F + T) + 1.7 (L + H) S = D + L + 1.3 W + 0.5 (L r or R) U = 1.2 D + 1.6 W + f  1 L + 0.5 (L r   or R) S = D + L + 1.3 W/2 U = 1.2 D + 1.0 E + f  1 L S = D + L +E/1.4 U = 0. D + 1.6 W + 1.6 H S = 0. D + E/1.4
Search
Tags
Related Search
We Need Your Support
Thank you for visiting our website and your interest in our free products and services. We are nonprofit website to share and download documents. To the running of this website, we need your help to support us.

Thanks to everyone for your continued support.

No, Thanks