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
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Estimate volume of
a- beam1
b-beam2
c-beam3
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