Step 3: Calculation of main reinforcement (longitudinal or steel) 1. Design and detail a singly reinforced simply supported beam of Clear span 5.5 m to support a working live load of 60 KN/m. use Fe 460 steel and M30 grade concrete. Assume the support thickness as 220 mm. Over all depth of the beam is given as D=570 mm. 0.003+f/E,Y P = Pmax = Pb 0,008 d = D- 25 = A, = pbd AS fy Mu = 9 As fy {d - Step 1: Determination of bending moment and shear force 1.7f'c b As = Total ultimate load = (Factor of safety x Dead load) + (Factor of safety x Live load) Max value: Dead load = b XDX unit weight of concrete As No. of bars = O2) Simply supported beam bending moment = Mu = Wle?/8 = Ans: Number YDiameter. Step 2: Check for depth 600 600 +f, P = (0.85)B, 0.003 +f/E, Pmax = 0.008 Rumax = pPman, (1 Pmaxfy 1.7f - M. d = Rb

Step 3: Calculation of main reinforcement (longitudinal or steel) 1. Design and detail a singly reinforced simply supported beam of Clear span 5.5 m to support a working live load of 60 KN/m. use Fe 460 steel and M30 grade concrete. Assume the support thickness as 220 mm. Over all depth of the beam is given as D=570 mm. 0.003+f/E,Y P = Pmax = Pb 0,008 d = D- 25 = A, = pbd AS fy Mu = 9 As fy {d - Step 1: Determination of bending moment and shear force 1.7f'c b As = Total ultimate load = (Factor of safety x Dead load) + (Factor of safety x Live load) Max value: Dead load = b XDX unit weight of concrete As No. of bars = O2) Simply supported beam bending moment = Mu = Wle?/8 = Ans: Number YDiameter. Step 2: Check for depth 600 600 +f, P = (0.85)B, 0.003 +f/E, Pmax = 0.008 Rumax = pPman, (1 Pmaxfy 1.7f - M. d = Rb

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

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EXPERIMENT :Designing and detailing of singly reinforced simply supported beam - ACI Code

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