Column2 700mm 1 3m Beam2 4 3. 700mm+ Column1- 3 3 1 +350+ . 4 350 15. 2 2 2 Beam3 5m Beam1 1 11 4m 1050mm- 1050mm Column3 2025mm 450 2025mm 2025mm 450 2025mm 350 DO Sec 1-1 350 Sec 3-3 3016mm 2025mm 010mm 3016mm 2025mm 3016mm 2025mm 10mi 450 450 2025mm 350- 3016r Sec 2-2 350 - 010 3016mm Sec 4-4
Column2 700mm 1 3m Beam2 4 3. 700mm+ Column1- 3 3 1 +350+ . 4 350 15. 2 2 2 Beam3 5m Beam1 1 11 4m 1050mm- 1050mm Column3 2025mm 450 2025mm 2025mm 450 2025mm 350 DO Sec 1-1 350 Sec 3-3 3016mm 2025mm 010mm 3016mm 2025mm 3016mm 2025mm 10mi 450 450 2025mm 350- 3016r Sec 2-2 350 - 010 3016mm Sec 4-4
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
100%
Estimate volume of
a- beam1
b-beam2
c-beam3

Transcribed Image Text:Column2
3m
700mm+
Beam2 4
3
700mm +
A
Column1-
3
3
+350 +
1
+3504
3 1
2
2 Beam3
5m
Beam1
1
11)
4m
1050mm
1050mm
Column3
2025mm
450
2025mm
2025mm
450
+350 +₂
2025mm
ed
Sec 1-1
350
Sec 3-3
3016mm
-3016mm 2025mm
T
010mm
it
2025mm
3016mm 2025mm
10mi
450
450
2025mm
*
350 -
3016r
Sec 2-2
+350 +
010
3
3016mm
Sec 4-4
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