4500mm 4000mm 5500mm Beg -5500mm Offset bar #121m 0300mm additional top bar w12mm 0320mm Concrete Column 500x500mm 150mm 5020mm (4) 150 5020mm- -4500mm d- -d ee Straight bottom bar #12 #30X) *-500mm Sec a-o www. -500mm Sec d-d -5020mm 100m 150 02()۲۰۱۱۲۱ -5020mm 오 Opening 6 150mm 5020mm- facies X-500mm Sec b-b 2020mm Offuet ba P12mm- 0250mm -500mm Sec e-e 6000mm -2020mm € 150 2020mm- 6 2020mm 3 (8) E Additional top bar 12mm @250men 4 Straight bottom bar 12m 0250mm -500mm Sec c-c -5020mm +Bearn 1 +Beam 1 +Beam 1 am 1 -5020mm wwwww. dl -500mmx Sec f-f 650mm
4500mm 4000mm 5500mm Beg -5500mm Offset bar #121m 0300mm additional top bar w12mm 0320mm Concrete Column 500x500mm 150mm 5020mm (4) 150 5020mm- -4500mm d- -d ee Straight bottom bar #12 #30X) *-500mm Sec a-o www. -500mm Sec d-d -5020mm 100m 150 02()۲۰۱۱۲۱ -5020mm 오 Opening 6 150mm 5020mm- facies X-500mm Sec b-b 2020mm Offuet ba P12mm- 0250mm -500mm Sec e-e 6000mm -2020mm € 150 2020mm- 6 2020mm 3 (8) E Additional top bar 12mm @250men 4 Straight bottom bar 12m 0250mm -500mm Sec c-c -5020mm +Bearn 1 +Beam 1 +Beam 1 am 1 -5020mm wwwww. dl -500mmx Sec f-f 650mm
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Estimate volume of beam 1
please correct answer

Transcribed Image Text:T
4500mm
4000mm
5500mm
Beg
TO
only estimate
volume of beam 1
-5500mm
-4500mm-
6000mm
www
1
Straight bottom
bat $12
#300rur
Offset but
0300mm
חוין912
additional top
ba #12min
#3X0rm
Concrete Column
500x500mm
100mm
5020mm
#
5020mm-
dttd
ㅏ
ban
--5020mm
****
*-500mm*
Sec 0-0
||
||
11
500mm
Sec d-d
et
H
-5020mm
1400mm
150mm
5020mm
6
C
Opening !!
||
TU
150mm
5020mm-
-500mm
Sec b-b
2020mm.
Uffect ba
P12mm)-
0250mm
-500mm
Sec e-e
B
-2020mm
ww
2
150mm
2020mm-
16
۱۱۱۱۱۲۲۲
2020mm
t
Additional top
bar 12mm
4
Straight
bottom bar
*120m
0250mm
*-500mm-
Sec c-c
+Beam 1
+Beam 1
+Beam 1
-5020mm
Y am 1
500mm
Sec f-f
5*20mm
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