Basic HTML Version
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....
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'II. fllW1UUl
l11Uml~V>lLlUUtlflul11mHnV>ll1lJU
(Propped beam)
flll fllUVlul11V
!llY~~'IItl~flnl~~iJ~mll~i'ullQlvttllyjlJmllJll~~m~lJ1fl~U ~~t1.l~
2.16
wN / m
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2.16
lllY>l~fllULlUUu1l1Vl1U~V>lLlUUtlflu1l1Vl1U~V>ll1lJU
fl.
fllUvitllUtl~
(Continuous beam)
fill
fllu~iJ~>l~ll~i'UlJ1flfl11lYll~lIM~~ul1.l
11!llihh~'II1HfllU~~LlvilYtl~'lh~~u'l1.l ~~t1.l~
2.17
w
N/m
.
.
2.4.2
<iflfl\\l~'IIll~LlHl1!mJlmlflYim~liluufllU
(Types of Loading) [9]
fl.
Ll~~~m:;lill1'Ju~>l
(Point Load)
11lW1H
11!mi'111ufl~m::liluulfu~~iJ'IIU1>l
l~fllJ1fl ~~1ill-i llilU~>l'Iv1 ~~t1.l~
2.18
'II.
! !1 ~~m :: l 1 1UUfll'wuum:;~lU
(Distributed Load)
11luLlHI11'mi'111,rfl~m:;vil
UU~f1Jlililin!!(l1f1 11lJ YI '\HJ1 fln!1r'l l!ti~f1l ~ i;hmtlll'1v111'JU
2 Lluufill
IlH~m ~ uwmj 'IIl1'lJll
(Uniformly distributed Load)
l1!tl
UDL
l>ltJm~if~:;
'Yi :; 1'1ltlci 1 1mjl!ClIJll119D Jl1::~l(JtlciNlY~m\'lJtl~llll>llfu~if ~~t1.l~
2.19
20