Example 4.-Fig. 4-12 shows longitudinal and cross-sections at mid-span and support of a R. C. T-beam 22cm by 40 cm overall including the slab thickness 10cm. The beam of which particulars are shown in the figure is continuous over to equal spans 4m clear and supported on 30 cm walls. Allow clear cover 25mm all round, If weight of 16mm and 10mm dia. bars are 1'58 kg and 0.62 kg per r m respectively prepare a bill for paymens dopring the following market rates (a) Shuttering, Rs. 13.00 per sqm. M. S. bar Rs. 280 per quintal and concreting, Rs. 320 per cum (consider web only for concreting).
Example 4.-Fig. 4-12 shows longitudinal and cross-sections at mid-span and support of a R. C. T-beam 22cm by 40 cm overall including the slab thickness 10cm. The beam of which particulars are shown in the figure is continuous over to equal spans 4m clear and supported on 30 cm walls. Allow clear cover 25mm all round, If weight of 16mm and 10mm dia. bars are 1'58 kg and 0.62 kg per r m respectively prepare a bill for paymens dopring the following market rates (a) Shuttering, Rs. 13.00 per sqm. M. S. bar Rs. 280 per quintal and concreting, Rs. 320 per cum (consider web only for concreting).
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
100%
![Example 4.-Fig. 4-12 shows longitudinal and cross-sections at mid-span and support
of a R. C. T-beam 22cm by 40 cm overall including the slab thickness 10cm. The beam of
which particulars are shown in the figure is continuous over to equal spans 4m clear and
supported on 30 cm walls. Allow clear cover 25mm all round, If weight of 16mm and
10mm dia. bars are 158 kg and 0.62 kg per r m respectively prepare a bill for payment
adopting the following market rates (a) Shuttering, Rs. 13.00 per sqm. M. S. bar
Rs. 280 per quintal and concreting, Rs. 320 per cum (consider web only for concreting).
┣13号一
10mm
12 CM C/C
30
CH
-21
STIRRUPS; 10mm STIRRUPS
20cm C/C
L2-a
-70CM
1400-
305
·4.m.
2-10mine
2-16mm,a
2-16mm b
+
7
14-16mm SARS(a,b) 2-c ¹2-C
<l
70cni-
22C
SECTION ON AA
SCALE 1:33½
-2.3M-
STIRRUPS
12 CA C/C
√2-b&2d
10mm
ira-d
14
40CH
FIG. 4-12
2-f
LONG SECTION
SCALE 1:66/3
2M-
10MM STIRRUPS
20čki C/C
r2-f
2-b
4-16MM & BARS (c,d)
25MM CLEAR COVER
Am
2-16mm
10mm of
2-16mmoc
때
10MM STIRRUPS
12 cm C/C
22C
-1.3m
12-C
of
25
05
|400h-
Jo
SECTION ON BA
SCALE 11333](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F6d2c1919-6e4c-44ef-973a-9d48c21d4f10%2Fe95549c2-8f2a-4547-b3ed-95e249c2a778%2Fgl16e5_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Example 4.-Fig. 4-12 shows longitudinal and cross-sections at mid-span and support
of a R. C. T-beam 22cm by 40 cm overall including the slab thickness 10cm. The beam of
which particulars are shown in the figure is continuous over to equal spans 4m clear and
supported on 30 cm walls. Allow clear cover 25mm all round, If weight of 16mm and
10mm dia. bars are 158 kg and 0.62 kg per r m respectively prepare a bill for payment
adopting the following market rates (a) Shuttering, Rs. 13.00 per sqm. M. S. bar
Rs. 280 per quintal and concreting, Rs. 320 per cum (consider web only for concreting).
┣13号一
10mm
12 CM C/C
30
CH
-21
STIRRUPS; 10mm STIRRUPS
20cm C/C
L2-a
-70CM
1400-
305
·4.m.
2-10mine
2-16mm,a
2-16mm b
+
7
14-16mm SARS(a,b) 2-c ¹2-C
<l
70cni-
22C
SECTION ON AA
SCALE 1:33½
-2.3M-
STIRRUPS
12 CA C/C
√2-b&2d
10mm
ira-d
14
40CH
FIG. 4-12
2-f
LONG SECTION
SCALE 1:66/3
2M-
10MM STIRRUPS
20čki C/C
r2-f
2-b
4-16MM & BARS (c,d)
25MM CLEAR COVER
Am
2-16mm
10mm of
2-16mmoc
때
10MM STIRRUPS
12 cm C/C
22C
-1.3m
12-C
of
25
05
|400h-
Jo
SECTION ON BA
SCALE 11333
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