A reinforced concrete beam has a width of 400 mm and a total depth of 550 mm. Thelongitudinal bars at the top are 2 – 28 mm Ø and 4 - 32 mm Ø at the bottom. Concretestrength is f'. = 24 MPa and steel yield strength fy= 300 MPa. Steel cover is 70 mm.%3DReference Code: NSCP 20151. Compute the transformed moment of inertia (mm^4).2. Compute the moment capacity of the beam (kN-m).3. Compute the safest uniformly distributed load (kN/m) that the beamcan carry if the length of the beam is 8 meters.

Width(b)=400 mm, Depth(D)=550 mm, Concrete strength(fc)=24 Mpa, Yield strength(fy)=300 Mpa,…

A reinforced concrete beam has a width of 400 mm and a total depth of 550 mm. The longitudinal bars at the top are 2 - 28 mm Ø and 4 - 32 mm Ø at the bottom. Concrete strength is f'e = 24 MPa and steel yield strength fy = 300 MPa. Steel cover is 70 mm. %3D %3D Reference Code: NSCP 2015 1. Compute the transformed moment of inertia (mm^4). 2. Compute the moment capacity of the beam (kN-m). 3. Compute the safest uniformly distributed load (kN/m) that the beam can carry if the length of the beam is 8 meters.

A reinforced concrete beam has a width of 400 mm and a total depth of 550 mm. The longitudinal bars at the top are 2 - 28 mm Ø and 4 - 32 mm Ø at the bottom. Concrete strength is f'e = 24 MPa and steel yield strength fy = 300 MPa. Steel cover is 70 mm. %3D %3D Reference Code: NSCP 2015 1. Compute the transformed moment of inertia (mm^4). 2. Compute the moment capacity of the beam (kN-m). 3. Compute the safest uniformly distributed load (kN/m) that the beam can carry if the length of the beam is 8 meters.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Answer it correctly!
If the compressive strength of the concrete is 4 ksi and the yield strength of steel is 60 ksi, the value of that should be used in computing the design moment strength oMn for the beam section should be 23.5 in 1.5424 0.65 0.48 0.9 3#9 14 in 26 in
B) compute for the bottom fiber stress
A beam, which is rectangular, has a base of 250 mm, and d = 625 mm. The beam is singly reinforced, where the recorded strain in the steel is 0.005, and the strain in the concrete is 0.003. fc' = 20.7 MPa, fy = 414.6 MPa. Note: As is not Given a) Determine the value of "a". %3D
i need the answer quickly
Please answer letter g.
: Calculate the bending stresses in concrete and steel if f, =345 MPa and the concrete strength fe = 30 MPa, n-8. -350mm- 35 kN/m 50 28 750 mm 686 mm -3 m-
Find the minimum required area of the steel bearing plate so that the stresses are not exceeded.
1. The column section shown is reinforced with 10 bars having b-400mm, bar size-28mm, fc-35MPa, concrete cover = 50mm, tie diameter = 10mm, and fy = 420MPa. Considering bending along the strong axis for a balanced section, calculate a. the depth of compression block in the column in mm. b. the stress in the middle layer of steel reinforcement in MPa. c. the compressive force in the concrete in kN. d. the compressive force in the extreme compression reinforcement in kN. e. the ultimate axial load capacity of the column in kN. f. the eccentricity of the column in mm. g. the ultimate moment capacity of the column in kN.m h. the pure axial load capacity of the column. b=400mm 28mm 10 bars 600 mm
Use USD method.
A rectangular beam with a width of (9536/1150)-in,and effective depth of (9536/900)in is Reinforced with a single high strength steel bar that has a cross- sectional area of 0.42 in2.The bar has a normal tensile strength of 145 ksi, linear stress-strain curve to failure, and a strain at failure of 1.8 percent. The concrete strength fc= 6000 psi. Calculate the nominal flexural strength of the section.
Please help, I promise to give good feedback. Please do not just guess. Thank you!