a) Perform flexural design of the beam below at mid-span and supports b) Perform shear design of the beam by neglecting

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a) Perform flexural design of the beam below at mid-span and supports b) Perform shear design of the beam by neglecting

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A Perform Flexural Design Of The Beam Below At Mid Span And Supports B Perform Shear Design Of The Beam By Neglecting 1
A Perform Flexural Design Of The Beam Below At Mid Span And Supports B Perform Shear Design Of The Beam By Neglecting 1 (48.78 KiB) Viewed 52 times
A Perform Flexural Design Of The Beam Below At Mid Span And Supports B Perform Shear Design Of The Beam By Neglecting 2
A Perform Flexural Design Of The Beam Below At Mid Span And Supports B Perform Shear Design Of The Beam By Neglecting 2 (48.78 KiB) Viewed 52 times
a) Perform flexural design of the beam below at mid-span and supports b) Perform shear design of the beam by neglecting contribution of concrete c) Draw reinforcement scheme for beam including flexural and transverse reinforcements d) Perform column design where Nd = 850 kN and Md = 120 kNm e) Draw reinforcement scheme for the column Material: C30/5420 d =4 cm 1000 mm FTTH 77 TT 11 120 LLL 009 480 Beam Cross-section 250 mm 1.8 m 6.3 m 1.8 m + + 140 200 Ma (kNm) 200 A 140 300 mm Md 315 270 ושמן 400 180 Column Cross-Section Nd Vd (kN) 180 315
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