eld strength fy = 300 MPa. Steel cover is 70 mm. 8. What is the transformed moment of inertia? a. 3548.65 x 106 mm4 b. 3768.19 x 106 mm4 c. 3535.63 x 106 mm4 d. 3024.58 x 106 mm4 9. What is the moment capacity? a. 204.11 kN.m c. 284.34 kN.m b. 215.29 kN.m d. 201.75 kN.m 10. What is the safest uniformly distributed load that the beam can carry if the length of the beam is 8 meters? a. 35.54 kN/m c. 22.08 kN/m b. 25.22 kN/m d. 26.91 kN/m

Q: Determine the required tension steel area of the T beam with given properties below. Width of…

A: Given:- Width of flange, bf=500 mmWidth of web, bw=340 mmThickness of flange, tf=140 mmEffective…

Q: 1. Determine the area of reinforcing steel required for the T beam shown if concrete compressive…

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Q: Determine the required tension steel area of the T beam with given properties below. Width of flange…

A: Given:- Width of flange, bf=500 mmWidth of web, bw=340 mmThickness of flange, tf=140 mmEffective…

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A: Given data: Beam width, b=150 mm. Effective depth, d=330 mm. The characteristics compressive…

Q: SITUATION A: AT beam has a property shown below. fy = 420 MPa, f'c = 35 MPa %3D %3D and Es =200,000…

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Q: b) The rectangular section shown below is subjected to a moment of M=257kN.m. Assume a cracked…

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Q: Compute the flexural stress in

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Q: days

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Q: A beam, which is rectangular, has a base of 250 mm, and d = 575 mm. The beam is singly reinforced,…

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Q: : Find maximum factored uniformly distributed load "Wu" that can be supported?, where fe'=30 Mpa and…

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Q: 1904 For the beam cross section below, determine the amount of steel As required to cause the strain…

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Q: 0.5 W 0.5 W fo = 30 MPa fy = 414MPa 8. 250 mm 250 mm 3.5 m 3.5 m 2- 25mm Ø 3-36mm Ø 250 mm 300 mm

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Q: determine the maximum and concrete and steel stresses at the point of maximum positive and negative…

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Q: Problem No. 3 A beam 200x450mm is reinforced by 2-32mm diameter rebar. Assume cc=50Omm,…

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Q: Find maximum factored uniformly distributed load "Wu" that can be supported?, where fe'=30 Mpa and…

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Q: 11.) A simply supported 11-m span beam, 300-mm wide by 530-mm deep, is pre-stressed by straight…

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Q: Compute the long-term deflection of the beam at midspan if it is constructed for almost 12 months…

A: The values given in the question are as follows: Width of beam(b)=300 mm Depth of beam(D)=450 mm…

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Planar Stresses