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R DESIGN INC PROGRAMS CONTACT INFO :- 20100303725 R DESIGN INC .PROGRAM TO CALCULATE EARTH QUAKE LOAD ON BUILDINGS
WRITTEN BY ENG : RAMY MOHAMMAD NABIEH MOHAMMADEARTHQUAKE PARAMETERS
ENTER YOUR REGION ZONE ZONE 1 = 1 ZONE 2 = 2 ZONE 3 = 3
DEFINE STRUCTURE TYPE PUBLIC = 1 EMERGENCEY = 2
DEFINE STRUCTURAL SYSTEM FRAMES = 1 COLUMN - BEAM = 2
DEFINE SOIL STATE ROCK = 1 MEDIUM = 2 WEAK = 3
BUILDING PARAMETERS
ENTER BUILDING DIMENSIONS IN METERS L "LENGTH" W "WIDTH"OKSOLVE CASE15W =
ENTER STORIES NUMBER NOKSOLVE CASE
PLAN FOR BUILDING
15
ZONES FOR EARTHQUAKES IN EGYPT30L =>18 CALC. HEIGHTZONE 1
EGYPT EXCEPT THOSE IN ZONES ( 2,3 )>15 CALC. HEIGHTZONE 2ENTER HEIGHT OF THE FIRST FLOOR IN METERS Hs
SAINI , DELTA , WADI EL NIL>12 CALC. HEIGHTZONE 3ENTER HEIGHT OF THE REPEATED FLOOR IN METERS Hr
RED SEA , ISMAILIA , FAYOUMENTER BUILDING LIVE LOAD IN TON PER SQUARED METER L.L
IMPORTANCE FACTOR " I "I = 1ENTER BUILDING COVERING LOAD IN TON PER SQUARED METER C.L PUBLIC AND GENERAL BUILDINGSI = 1.25ENTER IN METERS SLAB THICKNESS ts EMERGENCEY BUILDINGS - HOSPITALS
ENTER IN METERS LENGTH,WIDTH AND DEPTH OF BEAMS Lb , b , tSTRUCTURAL SYSTEM FACTOR " K "0.7t =0.12b =K = .067ENTER IN METERS LENGTH OF BRICK WALLS LbrFRAME SYSTEM0.12b br =K = 1
WALLS , COLUMNS , BEAMS SYSTEMS CALCULATIONS
ZONE FACTOR " Z "CALCULATION OF WIGHTS FOR FIRST FLOORZ = 0.1tonFOR " ZONE 1 " REGIONSCALCULATION OF WIGHTS FOR REPEATED FLOORZ = 0.2tonFOR " ZONE 2 " REGIONSCALCULATION OF WIGHTS FOR WHOLE BUILDINGZ = 0.3tonFOR " ZONE 3 " REGIONSCALCULATION OF EARTHQUAKE DIFFERENT PARAMETERS
0.67K =SOIL FACTOR " S "S = 11I =ROCK SOILS = 1.150.04714Cy =MEDIUM SOILS = 1.30.04714Cx =WEAK SOILCALCULATION OF EARTHQUAKE LATERAL LOAD V
ton67.7293Vx =tonCALCULATION OF TOP FORCE FT
ton9.482102FTx =ton
EARTHQUAKE DIAGRAM
AFFECTING STRESSES
TABLE
MyFjxMxFjyWi*HiWEIGHT
15.810463.95261515.810461643.9526151464.864366.216
46.674296.66775646.67429036.6677561059.048353.016
95.253659.52536595.253653679.5253651059.048353.016
160.978712.38297160.978674712.382971059.048353.016
243.849415.24058243.849353415.240581059.048353.016
343.865718.09819343.865689718.098191059.048353.016
461.027720.9558461.027683820.95581059.048353.016
595.335323.81341595.335335423.813411059.048353.016
746.788626.67102746.788644826.671021059.048353.016
915.387629.52863915.387611829.528631059.048353.016
1101.13232.386241101.13223632.386241059.048353.016
1304.02335.243851304.02251935.243851059.048353.016
1524.05838.101461524.05845938.101461059.048353.016
1761.2440.959071761.24005640.959071059.048353.016
2015.56743.816682015.56731243.816681059.048353.016
2287.0446.674292287.04022546.674291059.048353.016
2575.65949.53192575.65879549.53191059.048353.016
2881.42352.389512881.42302352.389511059.048353.016
3204.33355.247123204.33290955.247121059.048353.016
3544.38858.104733544.38845358.104731059.048353.016
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25823.84****25823.83539****21586.787073.52M.TTONSM.TTONSM.TTONS
R DESIGN INC PROGRAMS CONTACT INFO :- 20100303725PROGRAM TO CALCULATE EARTH QUAKE LOAD ON BUILDINGSWRITTEN BY ENG : RAMY MOHAMMAD NABIEH MOHAMMAD
ENTER YOUR REGION ZONE 2ZONE =
DEFINE STRUCTURE TYPE 1TYPE =
DEFINE STRUCTURAL SYSTEM 1SYSTEM =
DEFINE SOIL STATE 2SOIL =
ENTER BUILDING DIMENSIONS IN METERS 30L=
ENTER STORIES NUMBER 20N =
PLAN FOR BUILDING
B =
ENTER HEIGHT OF THE FIRST FLOOR IN METERS 4Hs =
ENTER HEIGHT OF THE REPEATED FLOOR IN METERS 3Hr =
ENTER BUILDING LIVE LOAD IN TON PER SQUARED METER 0.5L.L =
ENTER BUILDING COVERING LOAD IN TON PER SQUARED METER 0.15C.L =
ENTER IN METERS SLAB THICKNESS 0.12ts =
ENTER IN METERS LENGTH,WIDTH AND DEPTH OF BEAMS 40Lb =
ENTER IN METERS LENGTH OF BRICK WALLS 50Lbr =
CALCULATION OF WIGHTS FOR FIRST FLOOR366.216Ws =
CALCULATION OF WIGHTS FOR REPEATED FLOOR353.016Ws =
CALCULATION OF WIGHTS FOR WHOLE BUILDING9323.52Wb =
CALCULATION OF EARTHQUAKE DIFFERENT PARAMETERS0.2Z =
1.15S =
2Ty =
2Tx =CALCULATION OF EARTHQUAKE LATERAL LOAD
67.7293Vy =CALCULATION OF TOP FORCE
9.482102FTy =
EARTHQUAKE DIAGRAM
HiSTORY NO.
41
72
103
134
165
196
227
258
289
3110
3411
3712
4013
4314
4615
4916
5217
5518
5819
6120
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****∑METERSUNITS
