Q) Find the moment of resistance of a t beam having web width of 240 mm , effective depth of 400 mm flange width of 740 mm and flange thickness 100 mm . The beam is reinforced with 5 nos 16 mm diameter , Fe415 bars use M20 concrete
Q) Find the moment of resistance of a t beam having web width of 240 mm , effective depth of 400 mm flange width of 740 mm and flange thickness 100 mm . The beam is reinforced with 5 nos 16 mm diameter , Fe415 bars use M20 concrete.
Given data
Web width = 240 mm
Flange width = 740 mm
Effective depth = 400 mm
No of bars = 5
Diameter of each bar = 16 mm
Concrete grade = M20 fck = 20 Mpa
Steel grade = Fe415 fy = 415 Mpa
Area Of Steel
Ast = 5* π/4 *162
= 1005.30 mm2
Find limiting depth of
Neutral Axis
= xumax = 0.48d = 0.48*400 =
192 mm
Assume Neutral Axis
xu = 0.87 fyast/.36 fckbf
= 0.87 *415*1005.3/ .36*20*740
= 68.12 mm
Moment of resistance
= Mu = .87 fy ast
(d-0.42 xu)
= .87 * 415 * 1005.3
* (400 -0.42 *68.08)
362963.565
(400-28.6)*10-6
= 362963.565
(371.4)*10-6
=134.80kn/m

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