I AM INDIA AND THE WORLD TOO:
: I am
india and the world too:
NOW WE/I TAKE YOU TO ONE MORE REALISTIC SCIENCE AND TECNOLOGY : LEARN
THE WORDS AND UNDERSTAND .
NOW “REALISTIC SCIENCE AND TECNOLOGY”–“AS REALISTIC HOLIEST SINDHUISM
UJALA AMAR RAHAI “-FAKEERA 11
;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;
A PHENOMENON SINCE TIME IMMEMORIABLE –HOLY GODDESS JI ,HOLY GOD JI ‘S TIME
TOO > OF }”REALISTIC SCIENCE AND TECNOLOGY {“
“BUT THE RESULT OBTAINED BY THE USE OF SAY SOIL MECENICS UNDER SOME
SIMPLIFYING ASSUPTIONS GIVEN AN APPROXIMATION TO THE ACTUAL SITUATION AND WITH
THE PROPER ALLOWANCES FOR THE POSSIBLE
UNCERTANTIES THE KNOWLEDGE OF SOIL MECHANICS HELPS THE ENGINEER A GREAT DEAL IN SOLVING ANY TYPE
OF PROBLEM RELATED TO SOIL [AS FOR INSTANT THE SOIL ].”
,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
NOW FAKEERA 11 –“IF I CONSIDER A MATERIAL SAY COPPER WIRE AND OTHERS A
REALISTIC STUDY –
“NATURE TO NATURE UNDERSTANDING “
NOW I TAKE BEARING CAPACITY
BEARING CAPACITY OF STRESS,STRESSES FOUND A LIMIT.
BEARING CAPACITY OF STARIN ,STRAINS ,FOUND A LIMIT .
BEARING CAPACITY OF STREANGTH/STREANGTHS FOUND A LIMIT .”
NOW ONCE MORE IF I CONSIDER A
HUMAN SAY SANJEEV 11 /FAKEERA 11
AND THE BRAIN AND THE MATERIAL OF BRAIN
LIKE WISE
MATERIAL OF BRAIN
MATERIAL OF DPHRAMIC SECTION
MATERIAL OF HEART
AND OTHER LIVE SAVING ORGANS ,
WORK AND MADE ON” THE PRINCIPLE OF BALANCE “
FAKEERA 11 FOUND THE LIFE SAVING ORGANS MATERIAL THE DEFFERENTS BUT
MADE AND WORK ON THE VERY PRINCIPLE ,I GIVEN ,
CUT OUT OR ANY THING LIKE WISE SAY OPERATION /OPERATIONS FROM NETWORK
TOO ETC. ,FOUND TO BE AFFECTING IN LARGE ,AFFECTED IN LARGE .
THE WORKING AGAIN ON THE
PRINCIPLE “NATURE TO NATURE’
The elastic ,the plastic –very IMPORTANT FOR NATURE BOUND UNDERSTANDING
“ FOUND TO BE A LIMIT /LIMITS .”
ONCE MORE FAKEERA 11 DURING THIS
WORLD WIDE REVOLT ,MISSION ETC.
AS UTTERED
“ WORK LOAD “
“WORK IN HAND “
“GO AHEAD “
“ EFFICIENY/EFFICIENCIES OF EVEN JOINTS& OTHERS “
“ MORE THAN EQUAL AND OPPOSITE ENERGY NEEDED EVEN TO SURVIVE “
ETC. “
::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::
NOW WE /I TWIST TOWARS THE DIFFERENT SCIENTISTS AND TECNOLOGISTS AND
THE DEFINITIONS GIVEN BY THEM AND AS THEY EXPLAINED FOR WORKABILITY …
STRESS/STRESSES &STRAIN/STRESSES & STRENGHT /STRENGHTS ,COMPRESSIBILITY
/COMPRESSIBILITIES ,PERMEABILITY /PERMEABILITIES , CONSOLIDATION/CONSOLIDATIONS
, PRESSURE/PRESSURES ,NATURAL DEPOSITS,COMPRESSION /COMPRESSIONS,COMPACTION
,STABILITY/STABILITIES ,STEADY/STEADIES ,EQUILIBRIUM
/EQUILIBRIUMS ,FOOTING /FOOTINGS , BEARING CAPACITY /CAPACITIES
,EFFICIENCY/EFFICIENCIES ,DUCTILITY,PLASTIC,ELASTIC ,INFLUENCE /INFLUENCES,
DEFLECTION/DEFLECTIONS ,etc.:-
……..*……………….*………….
A FORMULA
FECTOR OF SAFETY = RESISTING MOMENTS
/ACTUATIONG MOMENTS .
,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
NOW STRESS – ACTUALLY THE FUNCTIONS GIVEN ARE NOT ASSOCCIATED WITH ANY
NAME ,WHERE THE NAME IS NOT GIVEN .
STRESS :-
1.
TEMPEARTURE
STRESS/STRESSES :- ALL STRUCTURES TEND
TO CHANGE IN LENGTH WITH VARIATIONS IN TEMPARATURE.
2.
DEFORMATION
STRESSES :- ARE /IS DEFINED AS THE BENDING STRESS IN ANY MEMBER OF AN OPEN WEB
GRIDER OR TRUSS .
3.
SECONDARY
STRESSES :- ARE THE ADDITIONAL STRESSES BROUGHT IN TO PLAY .
4.
ERECTION
STRESSES :- ARE THE STRESSES SET UP IN ANY MEMBER DURING ERECTION .
5.
NORMAL
SRESSES . :- AS THE WORDS IN ITSELF DEFINES .
6.
NORMAL
STRESSES .:- AS THE WORDS IN ITSELF DEFINES .
7.
COMPRESSIVE
NORMAL STRESSES :-AS THE WORDS IN ITSELF DEFINES.
8.
SHEAR
STRESSES :_ - (a) HORIZONTAL (b)
PERPENDICULAR (c) DIAGONALLY (d)VERTICAL (e)AVERAGE SHEAR STRESS (f)
PERMISSIBLE SHEAR STRESSES (g) ALLOWABLE STRESSES. (h) NOMINAL STRESSES /STRESS
(i)
9.
SHEAR
RESISTANCE
10.
SHEAR
STRESS FAILURE :- (A) MAY BY DIAGONAL TENSION (B) BY MAY BE DUE TO EXCESSIVE TENSION :
11.
……………………………………………………………………………………………………………………………………………..
12.
NEUTRAL
STRESSES /STRESS:- AS THE WORDS INITSELF DEFINES.
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
NOW ONCE MORE JUST SEE
(i)
STRICTLY AT SECTIONS > (ii) NOT HAVING UNIQUE PHYSICAL
PROPERTIES > ETC.
::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::
NOW WE/I TWIST TOWARDS
FOR INSTANCE :-
SOIL :-
PERMEABILITY OF SOIL
:-_
IT IS THE MEASURE OF THE ABILITY OF SOIL TO LET THE WATER PASS THROUGH IT’S PORES.
,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
PERMEABILTY OF
NATURAL DEPOSITS :-
“GENERALLY NATURAL DEPOSITS SHOW STRATIFICATION .DIFFERENT LAYERS MAY
BE HOMOGENEOUS WITH IN THEMSELVE,BUT IF PERMEABILITY BELOW MORE DEPTH IS CONSIDERED
,THE AVERAGE PERMEABILTY PARALLEL AND NORMAL TO BEDDING PLANES CAN BE KNOWN .”
<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<,,,
SENCITIVITY :- AS THE WORDS IN ITSELF DEFINES
>
APPROXIMATE SENCITIVITY
:- AS THE WORDS IN ITSELF DEFINES.
<<<<<<<<<<<<>>>>>>>>>>>>>>>>>>>>><<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>>>>>>><<<<<<<<<<<<>>>
NOW ONCE MORE STRESS [SOIL –FOR INSTANCE IF TAKEN }
[1] EFFECTIVE STRESS OR INTERGRANULAR PRESSURE
{2} NUTRAL STRESS OR PORE WATER PRESSURE .
///////////////////////////////////////////////////////////////////////////////////////////////////
“ MAGNITUDE OF SETTLEMENT DEPENDS UPON
COMPRESSIBILTY WHERE RATE OF SETTLEMENT DEPENDS UPON PERMEABILTY AND
COMPRESSIBILTY OF THE SOIL “
///////////////////////////////////////////////////////////////////////////////////////////////////
CONSOLIDATION
IS DEFINED AS THE COMPRESSION OF SOIL [FOR INSTANCE ] UNDER STAEDY PRESSURE ,
SUCH AS WEIGHT IMPOSED BY A STRUCTURE OR EARTH FILLING AND IS DUE TO THE
EXPULSION OF WATER FROM THE PORES”
///////////////////////////////////////////////////////////////////////////////////////////////////
“PRE-CONSOLIDATION PRESSURE MAY BE DEFINED AS
THE PRESSURE UP TO WHICH THE SOIL HAS BEEN STRESSED IN ITS NATURAL STATE .”
///////////////////////////////////////////////////////////////////////////////////////////////////
NOW A FORMULA
TOTAL COMPRESSION .=INITIAL COMPRESSION COMPRESSION
+PRIMARY CONSOLIDATION +SECONDARY CONSOLIDATION .
}}}}}}}}}}}}}}}}}}}}}}}}}}}}}}}}}}}}}}}}}}}}}}}}}}}}}}}}
NOW ONCE MORE A FORMULA
PRIMARY COMPRESSION
RATIO = PRIMARY COMPRESSION /TOTAL COMPRESSION
///////////////////////////////////////////////////////////////////////////////////////////////////
IN SOIL MECHANICS A PROBLEM HAS A SOLUTION ie. [THAT IS } ANSWERE
ANSWER {a} 730 YEARS FOR DOUBLE DRAINAGE
ANSWER {b} 182.5 YEARS FOR SINGLE DRAINAGE .
SUGGESTION – PLEASE DO STUDY
THE BOOKS EVEN FROM NORTH AMERICAN WRITTERS OF
“SOIL MECHANICS “
SUBJECT AND ENJOY . CHILDREN TOO :
:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::
FAKEERA 11 DENIED THE SO CALLED HINDU’S SO CLAIMED ,SO CALLED SO
WRITTEN
{A} MOTHER LAND
( OR ))))))))))))))))))))))))))))))))))))))))))))))))))))))))SO
(B)FATHER LAND
ABBUSING THE EARTH ,SOIL ETC.
JUST NATIVITY THE WORD I ACCEPT .
///////////////////////////////////////////////////////////////////////////////////////////////////
NOW TO
“SHEAR STRENGTH OF SOIL “[FOR INSTANCE SOIL]
“ SHEAR STRENGTH OF SOIL IS DEFINED AS MEASURE OF THE ABILITY OF SOIL
TO SUSTAIN WITHOUT FAILURE “
///////////////////////////////////////////////////////////////////////////////////////////////////
NOW TO
“ EQUILIBRIUM “
“ LOCAL STAE OF PLASTIC EQUILIBRIUM IS DUE TO YIELDING OF ENGINEERING
STRUCTURES AND IS CONFINED TO THE NEIGHBOURHOOH OF THE STRUCTURES “
“””””””””””””””’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’’””””””””””””””””””””””””””””””””””’””””’
NOW TO
FOOTING:-
“ A FOOTING IS THAT PART OF STRUCTURE WHICH TRANSMITS THE WEIGHT OF THE
STRUCTURE TO THE SUB-SOIL .”
TYPES OF FOOTINGS :-
{I} SPREAD FOOTING .
{II} COMBINED FOTING .
{III} CONTINUOUS FOOTING .
///////////////////////////////////////////////////////////////////////////////////////////////////
NOW TO
“ULTIMATE BEARING
CAPACITY “:-
FOR INSTANCE THE SOIL /
“IF A LOAD IS INCREASED ON A LOAD SURFACE THROUGH THE FOOTING ,FINALLY
FAILURE WILL TAKE PLACE AT LOAD KNOWN AS
FAILURE LOAD AND THE PRESSURE IS CALLED ULTIMATE BEARING CAPACITY OF THE SOIL “
///////////////////////////////////////////////////////////////////////////////////////////////////
NOW
EFFICIENCY OF A JOINT [FOR INSTANCE ]
“ THE EFFICIENCY OF A JOINT WAS DEFINED AS THE RATIO OF THE STRENGTH OF
THE CONNECTION TO THE GROSS STRENGHT OF THE CONNECTED PART”
///////////////////////////////////////////////////////////////////////////////////////////////////
NOW
“CARRYING UNIFORM
STRESS “& AXIAL FORCES &ECCENTRIC LOADS :-
AS THE WORDS DEFINE IN ITSELF :,
NOW TO A FEW VERY INTRESTINGS ,THE ABBRIVATIONS :_-
B.M. = BENDING
MOMENT
S.F. = SHEAR FORCE .
v
SHEAR=
THE RESISTANCE OF A BODY TO BEING CUT BY THE ACTION OF TWO PARALLEL FORCES OR
LOADS ACTING IN OPPOSITE DIRECTIONS .
v SHEARS = A TOOL WITH TWO BLADES FOR CUTTING
METALS .
v HALL+IARD = ROPE USED FOR HOSTING OR
LOWERING SAILS OR FLAGS .
v HALL+OO = EXPRESSING SURPRISE
v HALL+OW = IN HINDI PUJNA
v HALL OF AUDIENCE :-
v
HAL+I+ANTHUS
(n)= THE SUNLOWER .
//*/*/*/*/*/*/*/*/*/***/*///*/*/*/*/*/*/*/*/*/*/*/*/*/*/*/*/*/*/**/*/******/*/*/*/*/*/*/*/*
NOW TO
“ PROPELLER OF ROOTS”
“THAT PART OF THE PROPELLER BLADE NEAR THE
BOSS .”
v
PROPELER
= ‘ THE HELICAL
SEGMENT USED FOR THE PROPULSION OF VESSELS , A PROPELLER MAY BE TWO ,THREE OR
FOUR BLADED ‘
v
HELI+X =
(n) A SPIRAL
v
HELICAL-ANGLE=
THE ANGLE WHICH ANY PORTION OF A HELIX OR SCREW MAKES WITH A LINE DRAWAT RIGHT
ANGLES[90 DEGREE ] TO ITS AXIS.
v
HELI+COPTER
= A TYPE OF AIR CRAFT SUPPORTED BY ONE OR MORE ROTORS TURNING IN A HORIZONTAL
PLANE WHICH RISE OR DESCEND VERTICALLY ; FLY IN ANY DIRECTION FORWARD,BACK WARD
,OR SIDEWAYS ;OR HOWEVER MOTION LESS.THE FIRST PRECTICAL HELICOPTER WAS
DEVELOPED BY IGOR SIKOR+SKY [CRISTIAN]
v
HEI+UM =
ONE OF THE RAREST ELEMENTS,IT EXISTS IN CERTAIN
MINERALS AND TO A SMALL EXTENT IN THE AIR .ITS CHIEF SOURCE IS IN THE
NATURAL GAS OF SOUTH WESTERN UNITED STATES.
v
HELI+CAL+SPRING
= (MEC) A COMPRESSION TYPE SPRING SHAPED LIKE FRUSTUM
OF CONE .
v
FRUSTUM=
THAT WHICH REMAINS SOLID AS A CONE OR PYRAMID AFTER CUTTING OF THE UPPER PART
BY A PLANE PARALLEL TO THE BASE .
v
FLINT[MINERAL]=
A SUBVITREOUS DULL COLORED VARIETY OF QUARTZ.
v
……………………………………………………………………………………………………………………………………………
/*/*/*/*/**************************************/*/*/*/***********************//***
NOW
DUCTILITY OF
STEEL [FOR INSTANCE].
“THE PLASTIC THEORY IS BASED ON THE
DUCTILITY OF STEEL ,THROUGH DUCTILITY ,STRUCTURAL STEEL HAS CAPACITY OF
ABSORBING LARGE DEFORMATION BEYOND ELASTIC LIMIT WITHOUT THE DANGER OF FRACTURE .HOWEVER IN
THE PLASTIC RANGE ,THE BEHAVIOR OF STEEL DEPENDS STRONGLY NOT ONLY ON ITS
CHEMICAL COMPOSITION BUT ALSO ON THE MECHANICAL AND THE THERMAL TREATMENTS TO
WHICH IT HAS BEEN SUBJECTED.”
NOW TO
PLASTIC THEORY :-
“ A STRUCTURE MAY REACH ITS LIMIT OF
USEFULNESS THROUGH INSTABILTY ,FATIGUE OR EXCESSIVE DEFLECTION ,ALTERNATIVELY
,IF NON OF THESE FAILURE MODES OCCUR ,THEN THE STRUCTURE WILL CONTINUE TO CARRY
LOAD BEYOND THROUGH THE ELASTIC LIMIT UNTILL IT IT REACHES ITS ULTIMATE LOAD
THROUGH PLASTIC MODE OF FAILURE .THE CONCEPT OF DUCTILITY OF STRUCTURE FORMS
THE BASIS FOR THE PLASTIC THEORY OF BENDING”.
NOW
COMPACTION [FOR INSTANCE SOIL ]
‘COMPACTION MAY BE DEFINED OF PACKING THE SOIL BY SOME DYNAMIC LOADS .THIS
PROCESS IS ACHIEVED BY EXPANSION OF AIR VOIDS FROM THE SOIL MASS .IN COMPACTION
SOME DYNAMIC LOADS IS GIVEN FOR SMALL INTERVAL AND COMPACTION IS ACHIEVED BY
THE EXPULTION OF AIR FROM THE SOIL MASS “
///////////////////////////////////////////////////////////////////////////////////////////////////
NOW TO
CONSOLIDATION [FOR
INSTANCE CLAY}:-
“IN CONSOLIDATION STEADY LOAD IS APPLIED FOR LONG TIME AND THE PROCESS
IS COMPLETE BY EXPULSION OF PORE WATER FROM THE SATURATED CLAYS.”
///////////////////////////////////////////////////////////////////////////////////////////////////
NOW TO
STABILITY OF SLOPES[FOR INSTANCE SLOPES ]:-
“AT A PLACE WHERE THE GROUND LEVEL IS AT TWO DIFFERENT ELEVATIONS SOME
FORCES ACT TO BRING THE SOIL FROM HIGHER ELEVATION TO LOWER ELEVATION .
BUT SOME FORCES ACTING INSIDE THE SOIL RESIST THESE EXTRNAL FORCES AND
THESE SLOPES ARE STABLE “
///////////////////////////////////////////////////////////////////////////////////////////////////
METHOD OF STRAIN ENERGY :_:-
“WHEN EXTRANL FORCE [AXIAL LOAD OR MOMENT] ACTS ON AN ELASTIC BODY ,IT
DEFORMS .IF THE ELASTIC LIMIT IS NOT EXCEEDED ,THE WORK DONE TO STRANING THE
MATERIAL IS STORED IN IT IN THE FORM OF RESILIENCE OR INTERNAL STARIN ENERGY .
BY EQUATING THE EXTRNAL WORK DONE BY APPLIED LOADS AS THEY DEFORM THE
ELASTIC BODY TO INTERNAL STRAIN ENERGY STORED IN THE BODY ,WE OBTAIN A METHOD
OF DETERMINIG DEFLECTION THAT IS BASED ON THE PRINCIPLE OF CONSERVATION OF
ENERGY.”
///////////////////////////////////////////////////////////////////////////////////////////////////
Now to
PAST /ANCIENT AND TODAY ALSO
PRESENCES
:- AS THE RECORDS AVAILABLE TO
/FOR /WITH WORDPRESS &THE OTHER PUBLICATIONS :-
v
THE NEED
FOR THE STUDY OF PLASTIC BEHAVIOR WAS APPRECIATED BY A.E.H. LOVE IN 1892.
v
THE POSSIBILITY
OF PLASTIC BEHAVIOUR WAS FIRST SUGGESTED BY G.V.KAZI+NCZY IN 1914.
v
PROF.
H.MAIER LEIBNITZ OF GERMANY/GERMNY/GERMAINY CARRIED OUT LOAD TESTS ON ENCASTRE
AND CONTINUOUS BEAMS,CARRING THEM OUT OF THE ELASTIC IN TO THE PLASTIC RANGE .
v
FURTHER
WORK WAS DONE BY VANDER BROCK IN UNITED STATES .
v
FURTHER
WORK WAS DONE ALSO BY J.F. BAKER AND HIS ASSOCIATES IN BRATAIN.
v
NOTE
A IMPORTANT ONE TOO_:-FAKEERA 11 REMOVED GREAT FROM BRATAIN –NOW ONLY BRATAIN
LEFT. THE GREAT WILL /WAS ONLY AS”GREAT CHINA WALL” .IN CHINA THIS WALL AS
NAMED STILL PRESENT ,JUST REPAIRED BY GOVT.OF CHINA .AS FAKEERA 11 ,LIKES THIS
GREAT WALLL ,MADE DURING HIS HOLY GODDESSES &GOD JI’S TIME .A HONESTY STILL
PRESENT IN THE UNIVERSE . NOW DO SEE THE PUBLIC FUNDS AND PUBLIC
INSTITUTIONS AND THE SCIENCE AND TECNOLOGY .AND SEE YOUR SELF THE WORLD PLEASE
,THE NEW CREATED DEV& DEVI ,CLAIMED TO BE OF BRATAIN [EUROPE ] –THESE AND
THEIR SUPPORTETS NOW STILL CLAIMING TO WORLD WINNERS ,SAYING A FEW CRORES IN
NUMBERS [CRORES IN HINDI LANGUAGE NUMBER ] ,A FEW CLAIM TO BE BLACKS ,OTHER
CLAIMES TO BE RED ETC. STILL –ON THE MAP
DATED 16TH MARCH 2017.THE EX. U.K. ,THE EAST INDIA COMPANY
,STILL PRESENT :- ONLY THE CHINA IS FIGHTING AGAINST THIS SO CALLED ,SO CLAIMED
EAST INDIA COMPANY .SEE THE SCANED FIGURE/PHOTO .ON FLICKER .COM ETC. ONE BLACK
FROM NEAR BY VILLAGE OF SIRIYA KI NAGRIYA FAKEERA 11 VILLAGE .–A COMPLETE –JUST
LIKE AFRICAN –SAID AND SPREADING THAT – FAKEERA 11 AND THE REDS –AS FAKEERA 11
,PERSONAL FAMILY –THE REDS –SAID IMPOSSIBLE FOR THIS FAKEERA 11 ,THE VERY
BASTARD ,HE CAN’NOT BE A PRAYEE ,THIS MAYAWATI’CAST CHAMARA – A DELAIRED
HIMSELF A CONTRECTOR HAVING BIG SUPPORTERS ,JUST PLEASE NOTE ,HE IS DOING WORK
IN FAKEERA11,’ AGGRICULTURE LAND IN THE NAME THE FIELDS OF FAKEERA 11-VILLAGE
–GOSNA [SAHPUR] –TAKSEEL- MAHAWAN ,DISTRICT –MATHURA /MATRA ,U.P. INDIA .HE
USED TO HAVE TRECTOR AND OTHER INSTRUMENTS TO KILL ,FAKEERA 11 AND HIS PERSONAL
FAMILY .THE VERY CHAMARA OF INDIA[MAYAWATI’S CAST ,NOW STILL A EX.CHIEF OF
STATE U.P. ,FAKEERA 11 OWN STATE ,THE VERY HOLYGODISMS KILLED PRODUCTS .THE
OUTSIDERS ON THE MAP. SEE YOUR SELF .
STILL DOING THE SAME ,HE TOOK THE VISITING CARDS OF FAKEERA 11 ,ALSO
FROM FAKEERA 11’S RESIDENCE CUM OFFICE ..
NOW A TURN TO
WARDS :-
“INFLUENCE &DEFLECTION “[FOR INSTANCE LINE/LINES]
“ TO WHICH A PERTICULAR FUNCTION AT THE GIVEN SECTION IS EFFECTED OR
INFLUENCED DURING THE PASSAGE OF LOAD SYSTEM ,THE SPAN ,THESE ARE KNOWN AS
INFLUENCE LINES /LINE.”
;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;
IN THE MODERN AND ANCIENT/PAST ALSO THE USUAL PRASTICE OF SCIENCE
&TECNOLOGY –LIKE DESIGN OFFICE ,CUREVS ,PLOTTING OF CURVES ETC. WAS/WERE
PRESENT .NOW SCINCE 2011 OR MORE SO GONE –
WE/I HAVE TO REGAIN ,AS NOW ONWARDS THE EX.U.K. ,ONLY EAST COMPANY
RESTS AND THE SUPPORTERS , ON THE MAP, ALL OVER THE WORLD, THE ALL TYPES OF
TOTAL CRIMES ,HOLY GODISMS KILLED PRODUCTS AN SO THE VERY ANCIENT /PAST OF
THE UNIVERSE .
NOW SEE THE IMPROVEMENTS IIN CHINA AND THE MODAL REALITY BY THEM ,FOR
THE WORLD TO THE WORLD ,STILL WORKING TO KEEP AWAY FROM HOLY GODISMS KILLED
PRODUCTS AND IN LARDE KILLERS OF UNIVERSE’S ANCIENT PAST ,STILL SPREADING ALL
OVER THE WORLD .
SEE NOW WHERE THE OTHER PERMANENT MEMBERS OF U.N. GOES ,TO THE PUBLIC
OR TO THE EAST INDIA COMPANY –IN MANY FORMS OR SO – NOW MAY BE THE FAITHFULLERS
,BELIVERS OF ALL ANCIENT /PAST ALL FOURISMS .
PLEASE TOA LWAYS BE WITH –
AND OTHER PUBLICATIONS IN THE UNIVERSE –“NATURE TO NATURE UNDERSTANDINGUNDERSTANDINGS
–FAKEERA 11.”
//////////////////////////////////////////////////////////////////////////////////////////////////////////////
NOW TO
“ECCENTRIC LOADS
“[FOR INSTANCE ROD]
“THE ROD WHICH CONNECTS THE
ECCENTRIC WITH THE VALVE MECHANISM”
“ACCENTRIC [ENGIN]- A DEVICE USED ON ENGINES FOR CHANGING THE ROTORS OF
THE CRANE SHAFT IN TO RECIPROCATING MOTION .”
“ECCENTRIC – [ADJ&N] DEPARTING FROM THE CENTRE .”
//////////////////////////////////////////////////////////////////////////////////////////////////////////
NOW TO
GENEVA
GENEVA+MOTION = A DEVICE WHICH GIVES A POSITIVE BUT INTERMITTENT MOTION
TO THE DRIVEN WHEEL ,BUT PREVENTS ITS MOVING IN EITHER DIRECTION WITHOUT THE
DRIVER. THE DRIVER MAY HAVE ONE TOOTH OR A NUMBER OF TEETH IF DESIRED .ALSO
MADE SO AS TO PREVENT ,A COMPLETE REVOLTION OF THE DRIVEN WHEEL.
NOTE :-THE NENEVA IS
WELL KNOWN BY THE HINDU’S [THE HOLY GOD ISMS KILLED PRODUCTS ALL OVER THE
UNIVERSE ,WORLD ,MR. SO CALLED ,SO
CLAIMED MR. NARENDRA KAYASTA /MR. VIVEKA
NANDA –THE DREAED-ALL TYPES OF SMUGGLER ,THE TOTAL CRIME WAS THE LEADER OF GENEVA
GATHERING IN U.S.O.A.,CLAIMED TO BE THE HINDUS AND OTHER RELIGIONS .SEE THIS
OUTSIDERS ON INDIAN SOIL –DIED AT THE AGE OF 32 AS WRITTEN .MORE THAN 100 BOOKS
OF HIM PRESENT IN WORLD MARKET ,A FEW CRITIANS AS CLAIMED ,ALSO PARTICIPATING
AND THE VERY PART OF HIS WORLD WIDE ORGANIZATION OF HINDUISMS ,STILL ON 16TH MARCH 2017 .SEE THE LOVE OF
CRISTIANS MAY BE ONE OR TWO AND MAY BE LADIES ALSO ,{BY GOODNESS –FAKEERA 11-WHAT A SHAME ] ,THIS
NARENDRS CLAIMED FROM CALCUTTA DIED WELL BEFOR WORLD WARS ,FROM UNITED INDIA .
AS MR. FATHER OF THE NATION OPENLY SUPPORTED THE WORLD WAR ,SO DECLIARED ,SO
CLAIMED THAT IS WORLD WAR Two> AND SAID INDIA WILL BE FREED …>>.NEVER
HAD BEEN –INDIA STEEL IN THE GRIP OF OUTSIDERS LIKE CHMARAS,BANIYAS
,LODHAS ETC. THE RULERS –FOR FAKEERA
11’S PRESS –
VITO HAD BEEN CLAIMED –NOT TO STOP HIM AND HIS PUBLICATIONS –WORLD WIDE
.NOW A DAYS MR. BANIYA AS PRIME MINISTER OF INDIA –REGISTARED THE CRIMINAL CASE
….U.N. HAD INTERFERED DUE TO RUSSIANS AS PRESIDENT SIR DMITRY MEDVEDEV . WHAT A
WOOUNDER ??????/THE OUTSIDERS ON INDIAN SOIL ,
JUST..ALWAYS AS WITH POP SIR JI . FAKEERA 11 -THE ORIGINAL STILL FOUND IN A- 41 MOTI KUNJ
MATHURA /MATRA ,U.P. INDIA . …JUST SEE THE REALITIES ON THE GROUND ..NOW MR.
BANIYA ANOTHER –PRIME MINISTER BEHIND TO KILL FAKEERA 11 ..STILL IN SEARCH
,,BANIYA’S CAST PRESENCE ALL OVER THE WORLD ,, INCREAED A LOT IN NEAR BY DISTRICTS OF MATHURA
..BEHIND ,IN TO KILL FAKEERA 11 BY ALL
MEANS ..SEE THE TOATAL CRIMINALS –AND THE DEAD HONEST PRESS .. THIS BANIYA’S
COMMUNITY /CAST CLAIM TO BE THE CAPATALISTS ….SEE THE VITOES ..WORLD WIDE ….AND
SO ON
NOW PRESS IS ON ITS WAY FOR THE WORLD …
AND OTHER PUBLICATIONS ….
SO BARAK AND DUPLICATE HLLARY
ETC. WERE VITOED OUT IN U.N. AND VOTED OUT TOO FROM THE MAP. ……..–
:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::
ECONOMIC
=PETTAINING TO MONEY MATTERS OR WEALTH OR TO THE MEANS AND METHODS OF LIVING
WELL AND WISELY .
NOTE –NORTH
AMERICAN DICTIONARIES TOO,TECHNICAL TOO ,PLEASE DO LOOK IN .
+++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
NOW FAKEERA 11”FAKEERA 11 NAHI JAT A, USKA KANOON JATA “
FAKEERA 11 “ MR. RAM[WITH FAMILY ,MR.KRISHNA [WITH FAMILY ] N THAI ,N
RHAINGE”
STEP CUTTINGS
BY,TO,FOR THE WORLD :FOR SOCIABILITY
,THE PAST/ANCIENT ETC.-THE 1011 YEARS OR NOW MORE THAN 1011 YEARS:
////////////////////////////////////////////////////////////////////
NOW AGAIN TO SEE ONE
MORE DEFINITION
“SIR CASTIGLIANO
STATED THAT –AMONG ALL THE STATICALLY POSSIBLE STATES OF STRESS IN A STRUCTURE
SUBJECTED TO VARIATION OF STRESS DURING WHICH THE CONDITION OF EQUILIBRIUM ARE
MAINTAINED ,THE CORRECT ONE IS THAT WHICH MAKES THE STARIN ENERGY OF THE SYSTEM
A MINIMUM “
///////////////////////////////////////////////////////////////////////////////////////////////////////////
No comments:
Post a Comment