Estimate volume of beam 1please correct answer T4500mm4000mm5500mmBegTOonly estimatevolume of beam 1-5500mm-4500mm-6000mmwww1Straight bottombat $12#300rurOffset but0300mmחוין912additional topba #12min#3X0rmConcrete Column500x500mm100mm5020mm#5020mm-dttdㅏban--5020mm*****-500mm*Sec 0-0||||11500mmSec d-detH-5020mm1400mm150mm5020mm6COpening !!||TU150mm5020mm--500mmSec b-b2020mm.Uffect baP12mm)-0250mm-500mmSec e-eB-2020mmww2150mm2020mm-16۱۱۱۱۱۲۲۲2020mmtAdditional topbar 12mm4Straightbottom bar*120m0250mm*-500mm-Sec c-c+Beam 1+Beam 1+Beam 1-5020mmY am 1500mmSec f-f5*20mm

Assuming the flange part as part of slab rather than beam No of beams Named as Beam 1= 4 Length of…

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

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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