copy monorails varios

8/9/2019 COPY Monorails Varios

1/11

Simply Supported Monorail Beam

Designed to BS 2853 : 1957

Job Name !ulp "o #o$orail revie% 2002 Job No. 6&216'2

Sub(ect 62)#R)007 *ate 6/+/201+

,y !-*

Spa$ 10.'& m

Reuired S- 1.00 o$$es

oist ype po%ered 3po%ered or ma$ual 5 1.2+

#ass o8 oist 90 :;

ype o8 use . =


2/11

ontinuous Monorail Beam 2 ;ual Spans


Job Name !ulp "o #o$orail revie% 2002 Job No. 6&216'2

Sub(ect 92)#R)009 *ate 6/+/201+

,y !-*

Spa$ 4.10 m G88ective le$;t 8actor 1.00

Reuired S- +.00 o$$es

oist ype ma$ual 3po%ered or ma$ual 5 1.10

#ass o8 oist 260 :;

ype o8 use . =


3/11

antile4er Monorail Beam 6it Ba*< Span


Job Name Job No. 6&216'2

Sub(ect *ate 6/+/201+

,y

,ac: spa$ +.00 m

"a$tilever le$;t 1.40

Reuired S- 1.+0 o$$es

oist ype po%ered 3po%ered or ma$ual 5 1.2+

#ass o8 oist 200 :;

ype o8 use Design Load = 2'8 "onnes

a:e *esi;$ -oad 20.4 :N

rial ,eam Si=e &10ub40

,eam %ei;t 40.4 :;/m

2+0 #!a 16& #!a

&04 mm 22+ #!a

16+ mm

10.2 mm

6.1 mm

&'.+ mm

+61 x 10>& mm& 5 */ &0

'+20 x 10>4 mm4 5l/ry 3beam 1&0

=> #$ l%ry & 3''

79.+ mm => #$ to use (ull outstand

Beam )*tion

26.7 :Nm !8 #!a

219.4 #!a

1.7 ?@ 2.0A i$crease


4/11

om-ined stresses

,ac: spa$

!8 #!a 5 om-ined Stresses #$

"a$tilever => om-ined stresses do not o**ur

De(le*tions

#id)spa$ mid)spa$ de8lectio$ 25 mm

Fllo%able de8lectio$ 1'' mm

=> Ba*< span de(le*tion #$

"a$tilever e$d ca$tilever de8lectio$ !' mm

Fllo%able ca$tilever de8lectio$ 5+ mm

=> antile4er de(le*tion #$

1.40 +.00

F , "

(- 3beam

(- 38la$;e


5/11

able 1

!a;e +

"a-le 1 "a-le 1

)llo6a-le Stresses -* in -ending /"on(%in2 )llo6a-le Stresses -* in -ending /Ma

.or -eams to BS15 / .y = 25' Mpa .or -eams to BS15 / .y = 25' Mpa

D%" D%"L%ry 1' 15 2' 25 3' 35 !' 5' L%ry 1' 15 2' 25 3' 35 !' 5'

85 10.+ 10.+ 10.+ 10.+ 10.+ 10.+ 10.+ 10.+ 85 162 162 162 162 162 162 162 162

9' 10.+ 10.+ 10.+ 10.2 10.2 10.2 10.2 10.2 9' 162 162 162 1+' 1+' 1+' 1+' 1+'

95 10.+ 10.+ 10.+ 9.9 9.9 9.9 9.9 9.9 95 162 162 162 1+& 1+& 1+& 1+& 1+&

1'' 10.+ 10.+ 10.+ 9.+ 9.+ 9.+ 9.+ 9.+ 1'' 162 162 162 147 147 147 147 147

1'5 10.+ 10.+ 10.2 9.2 9.2 9.2 9.2 9.2 1'5 162 162 1+' 142 142 142 142 142

11' 10.+ 10.+ 9.9 '.9 '.9 '.9 '.9 '.9 11' 162 162 1+& 1&7 1&7 1&7 1&7 1&7

115 10.+ 10.+ 9.7 '.6 '.6 '.6 '.6 '.6 115 162 162 1+0 1&& 1&& 1&& 1&& 1&&

12' 10.+ 10.& 9.4 '.2 '.2 '.2 '.2 '.2 12' 162 1+9 14+ 127 127 127 127 127

13' 10.+ 9.' '.' 7.6 7.6 7.6 7.6 7.6 13' 162 1+1 1&6 117 117 117 117 117

1!' 10.1 9.& '.& 6.9 6.9 6.9 6.9 6.9 1!' 1+6 144 12' 107 107 107 107 107

15' 9.6 '.' 7.7 6.& 6.& 6.& 6.& 6.& 15' 14' 1&6 119 97 97 97 97 97

1+' 9.2 '.& 7.2 +.9 +.6 +.6 +.6 +.6 1+' 142 12' 111 91 '6 '6 '6 '6

17' '.' 7.9 6.6 +.6 +.2 + + + 17' 1&6 122 102 '6 '0 77 77 77

18' '.4 7.4 6.1 +.4 + 4.7 4.4 4.4 18' 1&0 114 94 '& 77 7& 6' 6'

19' ' 6.9 +.' +.2 4.7 4.4 4.1 &.' 19' 124 107 90 '0 7& 6' 6& +9

2'' 7.+ 6.4 +.6 4.9 4.+ 4.2 &.9 &.+ 2'' 116 99 '6 76 69 6+ 60 +4

21' 7.4 6.2 +.4 4.7 4.& 4 &.7 &.4 21' 114 96 '& 7& 66 62 +7 +&

22' 7.2 6 +.2 4.6 4.1 &.' &.+ &.1 22' 111 9& '0 71 6& +9 +4 4'

23' 7.1 +.9 + 4.4 4 &.6 &.& & 23' 110 91 77 6' 62 +6 +1 46

2!' 6.9 +.7 4.9 4.2 &.' &.+ &.1 2.' 2!' 107 '' 76 6+ +9 +4 4' 4&25' 6.' +.6 4.7 4.1 &.7 &.& & 2.7 25' 10+ '6 7& 6& +7 +1 46 42

2+' 6.7 +.+ 4.+ 4 &.+ &.2 2.9 2.6 2+' 10& '+ 69 62 +4 49 4+ 40

27' 6.6 +.& 4.4 &.' &.& & 2.' 2.+ 27' 102 '2 6' +9 +1 46 4& &9

28' 6.+ +.2 4.& &.7 &.2 2.9 2.7 2.4 28' 100 '0 66 +7 49 4+ 42 &7

29' 6.4 +.1 4.1 &.6 &.1 2.' 2.6 2.& 29' 99 79 6& +6 4' 4& 40 &6

3'' 6.& 4.9 4 &.+ & 2.7 2.+ 2.2 3'' 97 76 62 +4 46 42 &9 &4


6/11

able 1

'+ 90 9+ 100 10+ 110 11+ 120 1&0 140 1+0 160 170 1'0 190 200 210 220 2&0 240 2+0 260 270 2'0 290 &00

0

20

40

60

'0

100

120

140

160

1'0

"a-le 1)llo6a-le Stress -* in Bending

l%ry

.-*


7/11

able 2

"a-le 2: ?alues o( @@ (or !6eeled trolleys


8/11

able 2

&0+ 0.'&1 0.'12 0.7&2 0.6'+ 0.+00

&10 0.'40 0.'22 0.741 0.694 0.+00


9/11

Sectio$ properties

!a;e 9

Serial SiAe )*tual SiAe Mass Moment o( nertia adius o( Cyration lasti* Modulus

D B "/( "/6 00 yy 00 yy 00 yy

mm mm mm mm


10/11

Sectio$ properties

!a;e 10


D B "/( "/6 00 yy 00 yy 00 yy

mm mm mm mm


11/11

Sectio$ properties

!a;e 11


D B "/( "/6 00 yy 00 yy 00 yy

mm mm mm mm

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