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
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Question
Estimate volume of beam 1
please correct answer
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