underneath determine is the plan and section of a R.C. slab 13 cm thick overalls resting on 30cm partitions cantilevered out on one facet. The slab is bolstered bothways, a, b, c, m and n all are 12mm dia. bars. put together a time table of bars for the slab assuming weight of 12mm and 10mm dia. bars are as 089 kg and 062 kg respectively. expect 12mm clear cow!
underneath determine is the plan and section of a R.C. slab 13 cm thick overalls resting on 30cm partitions cantilevered out on one facet. The slab is bolstered bothways, a, b, c, m and n all are 12mm dia. bars. put together a time table of bars for the slab assuming weight of 12mm and 10mm dia. bars are as 089 kg and 062 kg respectively. expect 12mm clear cow!
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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
Transcribed Image Text:underneath determine is the plan
and section of a R.C. slab 13 cm
thick overalls resting on 30cm
partitions cantilevered out on one
facet. The slab is bolstered
bothways, a, b, c, m and n all are
12mm dia. bars. put together a
time table of bars for the slab
assuming weight of 12mm and
10mm dia. bars are as 089 kg and
062 kg respectively. expect 12mm
clear cowl.
acm 30cm
19
CRANKED PART
CRANKED
PART
1300-6501-1
Hwas 12
BAB
25
E
2cm3
CH
FEMAL
25
a
-4.5 M
54CM
TaeECHI C/C Laxb@.ocne/c
Approducat
30
GRANKED
PART
-112m2
[-be20cm c/c & 12cme/cce verje
30
54cm-12m-30
SECTION ON A A
·PESHT
15M
13,523011
bac^icmcfe
1.5M-
10-ma25cc TOP BARS FOR CANTILEVE
FOR CANTILESLY SLAD
CHLY
CANTILEVER DISTRIBUTION Ens
SLAB
Vimma @250: c/c
-1.45M
*
IS
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