only estimate volume of beam 1

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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
TU
6
C
Opening !!
||
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
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 TU 6 C Opening !! || 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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