Question

A flanged beam simply supported at both ends as shown in the figure below. Determine the steel reinforcements and links required for the beam subject to bending moment and shear forces ood Swt Center-to-center distance btw supports Section Elevation Design parameters: Beam overall depth, h = 750 mm Beam breadth, b = 300 mm c/c distance btw supports = 10050 mm Width of LHS support, Sw1 400 mm Width of RHS support, Sw2 850 mm Slab thickness, h c/c distance btw adjacent beams 200 mm 2000 mm (similar on both sides) 35 MPa fcu = fy500 MPa fyv 250 MPa Cover = 35 mm 24.5 kN/m3 Density of concrete = Allowance for finishes = 2.0 kPa Characteristic imposed load = 5.0 kPa

Answer 1

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utve mdtr bw t mm - MM Max. dup NA 6 o03 Rees. ES Xumax O 60 3 Хитaк 25ono Manax Cs Scanned with CamScanner

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u 36 MM unax unax u reinfrad deckn Xuncax Cd- o fek b M 0 36 42 X4 N - 531.0 cs Scanned with CamScanner