Design the reinforcement of a T- beam to resist a factored moment of750 kN.m. Properties of the T- beam are as follows: b = 550 mm,= 300 mm, d = 600 mm, t = 110 mm, fc' = 20.7 MPa, fy = 345 MPa.bwCIVILENGINEERING - REINFORCEDCONCRETEDESIGN

Answered: Image /qna-images/answer/76fbcbf9-0845-4b32-b364-5cedc8ae4b4b.jpg

Design the reinforcement of a T-beam to resist a factored moment of 750 kN.m. Properties of the T-beam are as follows: b₁ = 550 mm, bw = 300 mm, d = 600 mm, t = 110 mm, fc' = 20.7 MPa, fy = 345 MPa.

Design the reinforcement of a T-beam to resist a factored moment of 750 kN.m. Properties of the T-beam are as follows: b₁ = 550 mm, bw = 300 mm, d = 600 mm, t = 110 mm, fc' = 20.7 MPa, fy = 345 MPa.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: 1500 N 1.5 m D E

A: The segment AG is considered for analysis. The BC has had two members. The reaction at C is…

Q: Each steel member has a cross sectional area of 300 sqmm. Determine the force on member AC.…

A: Given- Area=300m2 The diagram is given below-

Q: 14. A steel column carries an axial load of 800 kN and a moment of 69 kN-m at the top and moment at…

A: f (bending stress ) = M/Sx {M in Nmm & Sx in mm3 } M = 69KNm = 69 x 106 (maximum moment) Sx =…

Q: The force in member AB of truss joint B shown in figure is given a 15 N B• - 10 N AB

Q: Analyze the given frame. P units in kN/m P 3m P 5m 4m pin 0.7P 4m

Q: uniform distributed load 4 s made of A-36 steel anC connected at point A an (a) Calculate and sketch…

Q: Two 160 mm * t cover plates are welded to two cahnnels 200 mm high to form the cross section of the…

A: Introduction : Reactions : One of the most basic structures is the simply supported beam. Only two…

Q: Answer fast

A: To solve this problem using the stiffness method, we need to calculate the force in member BC and…

Q: Problem II. The truss shown in the figure below is applied with force P (refer to the table of…

Q: A 100 mm B C 50 mm E DO

A: To find the force in each bar and horizontal movement of point A-

Q: The truss shown below is pined at A and has a roller at F. The Load applied at E is P=20 kN. The…

Q: Please help with this practice question. Thanks Question 1 ) Determine the y-component of force at…

A: We are required to find the Y component of force at pin D

Q: In the truss shown in the Figure, the force in member BC is: 100t 30 a. 100 Tons (C) b. 100 Tons (T)…

A: Given data in question Truss Point load Span member length Angle To find out Force in member BC

Q: The figure below shows the reinforced concrete beam AB of a tourist lookout at the free end. Its…

Q: anylyze the following structure using the force method. assume constant El E 50 N> 4m 4m lom

Q: 1) a. Determine the location of the plastic centroid for the column shown.

A: Given Data:fc=40Mpa.fy=420Mpa.

Q: Find the bending stress at point B located at Im from the right end of the beam. 2 N/m 1N.m 2 cm 10…

A: The most common structural element subject to bending moments is the beam. When the beam is loaded…

Q: The moment M acting on the cross section of the tee beam is oriented at an angle of 0 = 64° as…

A: A tee section is undergoing biaxial bending.The angle made by the moment axis with the vertical…

Q: A symmetrical beam of length 300 mm is loaded with a force of 414 N downwards (positive z) and has…

A: Given: The vertical displacement is given by, wx=FEIyx448-L2x28+L42 The modulus of elasticity is…

Q: An assembly of bars are designed in Figure 1: The assembly is made of structural A-36 steel where…

Q: shown, determine the factor of safety against yielding at the location of ELEMENT H using; a) t…

Q: Determine the maximum bending moment magnitude for the beam shown below. Use a = 18 ft, b = 6 ft,…

A: Solution:- Bending moments at various sections: BMC=0BMB=-6×6×62 =-108 kip.ftBMA=-6×24×242+96×18 =0…

Q: Below is a truss created with 3 rod elements. Fixed at point A, sliding support at point C has. At…

A: Truss with 3 rod elements is: Cross section of rod: Elastic Modulus of rod E = 20 GPa Factor of…

Q: The curved member is made from a material having allowable bending stress of sallow = 100 MPa.…

Q: The following beam is subjected to bending. Consider cross-section K! IF K + 1/2 + 1/2 + y. + A a +…

A: F = 15 kN l = 2.4 m a = 80 m v = 5 mm e = 2.23 cm I1 = 77.65 cm4 I2 = 18.178 cm4

Q: a. Axial force on member ED from the real structure in kN. Put (-) negative sign if it's under…

A: Given Data: A truss of A=1200 mm2, E=200 Gpa α=12*106 /°C It is asked to find axial force in…

Q: 2. The magnitude of the three forces acting on the plate are F₁ = 100KN, F₂=80kN and F3= 50kN. Solve…

Q: Determine the horizontal displacement of joint C. The length, L, of trusses AC, BC is 1,300 mm.…

A: EAC = 135 GPa = 135 × 103 N/mm2 EBC = 150 GPa = 150 × 103 N/mm2 AAC = ABC = 360 mm2 Determine the…

Q: A load Pis supported by a structure consisting of rigid bar ABC, two identical solid bronze[E =…

A: To determine the stress in the bronze rods (1) and the steel rod (2). Given, Modulus of…

Q: A load Pis supported by a structure consisting of rigid bar ABC, two identical solid bronze (E -…

A: Given data: As=1.228 in2Es=30000 ksiAb=0.637 in2Eb=15000 ksi

Q: Analyse the force in member BD of the truss in Figure Q2 by using the Force Method analysis. AE is…

Q: *8-36 The frame supports a centrally applied distributed load of 1.8 kip/ft. Determine the state of…

Q: The shaft is made from a solid steel section AB and a bular portion made of steel and having a brass…

Q: Which of the following is the nearest value for the force at member CD? a. 4 kN compression b. 6…

A: Given Data Find the force in member CD.

Q: The rigid beam shown is supported by a pin at A and two steel rods each of diameter 16 mm. I P = 30…

Concept explainers

Loads and Reactive Forces

Loads are the external influences that a beam experiences under its working conditions. For instance, a beam may be subjected to shear loads, twisting loads, bending moment, and axial loads during its working conditions. Engineers primarily deal with beams and trusses in the civil engineering domain. Due to the influence of loads, it is very crucial to determine the induced stresses and deformation values. These values give an insight into the critical area of the beam that needs to be worked upon to make it fail-safe.

Question

Design the reinforcement of a T- beam to resist a factored moment of
750 kN.m. Properties of the T- beam are as follows: b = 550 mm,
= 300 mm, d = 600 mm, t = 110 mm, fc' = 20.7 MPa, fy = 345 MPa.
bw
CIVIL
ENGINEERING - REINFORCED
CONCRETE
DESIGN

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1: Introducing Given data

VIEW

Step 2: Calculate Muw

VIEW

Step 3: Calculation of area of steel (As)

VIEW

Step 4: Check for yielding of tension steel

VIEW

Solution

VIEW

Step by step

Solved in 5 steps with 5 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

Which of the following is the nearest value for the force at member BD? a. 5kN tension b. 1.7 kN tension c. 5 kN compression d. 1.7 kN compression
Which of the following is the nearest value for the force at member BC? a. 5kN tension b. 1.6 kN tension c. 1.6 kN compression d. 5 kN compression
25. Design stress is less than the ultimate strength. O 26. If the internal bending moment is negative, the beam bends concave upward. O True False O O True False 27. If the internal shear is negative, the beam bends concave downward, True False
I want the correct solution with proper explanation.
TEXT:A planar construction is composed of two beam elements and two axial rods. These arejoined with frictionless joints, as indicated on the sketch. The structure is applied an outer concentrated load P=8kN in node G and a downwardevenly distributed load q=4kN/m between junctions A and D. The beam ABCD and EFG are torque rigid,while the axial rods BF and CF only absorb forces in the direction of the rods. A) Calculate the rod forces and for the external given load effect.B) Calculate the bearing reactions for the external given load effect.
Determine the deflection 8g at the free end of a cantilever beam AB with a uniform load of intensity q=4 kN/m acting over the middle of the length and a point load. The lenghth of beam is equal to L=3 m. The beam has flexural rigidity El=4286311 Nm². Note that upward deflection is positive. P=qL/6 A +4 3 9 L 3 13 B ↑
2. Resolve the vector force into its components in the Figure shown. * Z 2m F=80 kN 5m 3m
A rectangular beam is supported at both ends. It carries two concentrated load of 190KN, a clockwise moment of 160KN- m, and a uniformly distributed load "w". The modulus of elasticity of the beam is 150GPA. Solve the following if the reaction at point B is 309.63888888889KN, upward. USE ANY МЕТНOD BEAM DIMENSION: Width = 130mm , %3D Height = 460mm %3D NOTE: b = 4.2m ; Also, DON'T FORGET TO TYPE DOWN THE CORRECT UNITS (IF NEEDED) P W M 1m 1m 1m Determine the deflection at midspan
Determine the force in the following: AB AE BC BE EC ED CD State whether the members are in tension or compression. P= 78 kN Subject: Structural Theory