Column2 3m 700mm+ 1 Column1- 3 Beam2 4 3 A 700mm+ 3 1 4 +350 + P 3 1 350. 2 2 2 Beam3 5m Beam1 1 2 11 4m A S 1050mm- 1050mm Column3 2025mm 450 2025mm 2025mm 450 2025mm 350 Poboa begeg Sec 1-1 350 POSTA Sec 3-3 3016mm 2025mm T Ø10mm 3016mm 450 2025mm 3016mm 2025mm 10mi 450 2025mm 350 3016r Sec 2-2 350 - Sec 4-4 010 3016mm

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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Estimate volume of 

Beam1 and Beam2 and Beam3 

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
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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