Please give the correct dolution and answer of this problem in principle of reinforced/presstressed concrete Item 4Determine the nominal moment strength of the beam shown in the figure if f'c= 27 MPa andfy= 425 MPa310 mm460 mm4-25 mm75 mm

Given: The value of f’c is 27 MPa. The value of fy is 425 MPa. Consider the figure,

Answered: Determine the nominal moment strength…

Engineering

Civil Engineering

Determine the nominal moment strength of the beam shown in the figure if f'c= 27 MPa and fy= 425 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: Gentlemen, This task I think has a trick. I Red that metal is there for reinforcement only, it does…

A: Note: Hi! Thank you for the question, As per the honour code, we are allowed to answer three…

Q: The deformation caused by the load remainıng on the concrete for a long period of time is called

A: Answer:- Creep:- If concrete is subjected to sustain loads, it continues to deform further with…

Q: Concrete Reinforcement Width of section Reinforcement strengths. fcu:= 30-MPa fy:= 450-MPa b:= 280…

Q: PLEASE MSKE SURE THE ANSWER IS CORRECT 100% Question 1: choose the correct answer: 1. Which of the…

A: Note: Hi! Thank you for the question As per the honor code, We’ll answer the first question since…

Q: Locate the centroid y of the composite area. Set a = 8 mm, b = 28 mm, d = 21 mm, h = 44 mm. (Figure…

Q: Design the steel reinforcement for flexural for the beam shown in the fig. below. given f'c-28 Mpa,…

Q: Analyze and (find the reactions, members forces, draw shear diagram and moment diagram if…

A: Introduction- The phrase "composite construction" refers to any building structure that involves the…

Q: Design bond stress in limit state design method for deformed bars conforming to IS :1786 and M-20…

A: Deformed bars- M-20 concrete To Find- The design bond stress in LSM as per IS:1786.

Q: USE NSCP 2015 as reference: D. Minimum/maximum value of concrete strain(ec), (from nscp2015)…

A: Following is required answer :

Q: How we Innovative techniques in repair and strengthening of concrete structures. (FRP Wrapping)

A: The process of repairing concrete is very difficult. Deterioration is brought on by a wide range of…

Q: Determine the (x, y, z) coordinates for the composite volume 130 mm Z 190 mm 275 mm 220 mm 190 mm…

A: A 3D structure is given. To determine the centroid x, y, z of the section. Steps- First, take 2D…

Q: Which strain and stress profiles shown in the figure below best represent a reinforced concrete…

A: To explain the nature of diagrams in strain and stress conditions for a reinforced concrete in…

Q: To ensure adequate ductility for preventing failures during earthquakes, the percentage tension…

A: Given- % tension reinforcement =p, M15 concrete. mild steel bars. % compression reinforcement =pc.…

Q: The boards for a concrete form are to be bent into a circular shape having an inside radius of 10 m.…

Q: 61. The repair and rehabilitation of damaged or spalled concrete is done by removing the A. O Loose…

A: This question is related to the Concrete from Building Material.

Q: Q1/ Acolumn of rainforced concrete has steel reinforcing rods running through its entire length and…

A: Hi! Thank you for the question As per the honor code, We’ll answer the first question since the…

Q: For the composite bar indicated, determine the permissible bending moment when the bar is bent about…

Q: The wood has an allowable normal stress of Oallow = 15 MPa and an allowable shear stress of Tallow =…

Q: 50 mm 20 mr 75 kN

Q: Which one of the following is not the characteristic of concrete? () A low tensile strength Blow…

A: Which one of the following is not characteristic of the concrete A)Low tensile strength B) Low…

Q: SHOW ALL SOLUTIONS a. Height of Compression Block in mm b. Area of the effective concrete for…

A: "Since you have posted a question with sub-parts. We will solve the first three sub-parts for you.…

Q: The Dn value for a low relaxation steel is ______.

Q: (3) for Normal weight Concrete, using ACI Code and recommendation for high strength concrete, to…

A: Solving first questionGiven datacompressive strength of concrete given in table findmodulus of…

Q: 7. A solid aluminum cylinder is placed within an ASTM A501 steel tube as shown. Compute the stresses…

A: Given Data: The diameter of the solid aluminum cylinder is d1=3 in. The diameter of the steel tube…

Q: Calculate the tensile steel stress of 5-16-mm-dia rebars in a concrete beam 270 mm by 460 mm at…

A: The given data is: The dimensions are=270 mm*460 mm f'c=21 MPa fy=420 MPa The diameter of…

Q: Q.6) Determine Ixx and lyy for the composite section shown below. 40 mm 60 mm 30 mm

Q: A composite bar consists of steel segments with different cross-sections are rigidly fastened as…

A: Given a composite bar consists of steel segments with different cross-sections are rigidly fastened.…

Q: Determine the values of a, c, and E, for the beam shown in the figure. = 415 MPa and f = 23.7 MPa fy…

Q: The composite bar shown is firmly attached to unyielding supports. An axial load P- 269 kN is…

Q: In an Axial Compression member, if the compression stress in the concrete is > 0.51, and the…

A: Steel is linearly elastic until it reaches particular stress known as the proportional limit at the…

Q: 3.) A concrete square column 250 mm x 250 mm is to be reinforced by deformed steel bars to carry a…

A: Given, 250 mm x 250 mm section Pu = 500 kN

Q: 3m 200 ↓ 8m GkN/m B 十 -2m-

Q: 1. The repair and rehabilitation of damaged or spalled concrete is done by removing the

A: This question is related to the Prestressed Concrete Structure from Design Concrete Structure.

Q: Give FOUR factors affecting the durability of concrete (C2) (CO1:PO1).

A: The ability of concrete to resist chemical attack, abrasion, and weathering action is called as…

Q: i) What is the height of the concrete stress block if the area of steel is 3 in², concrete strength…

Q: Estimate the modulus of elasticity for concrete with a density of 120 lb/ft3 and a 28-day maximum…

A: Given data, Density of concrete = 120 lb/ft³ Maximum compressive strength of concrete (fc)…

Q: In the extreme fiber of a concrete beam, the value of compression is 5.80 MPa. The neutral axis of…

A: Given: Compressive stress = 5.80 MPa Depth of neutral axis, y = 58 mm Compressive strength of…

Q: An HSS9 x 7 x3⁄8 filled with concrete is used as a composite column, as shown in Figure. The steel…

A: Pu=1.2PD+1.6PL Here PD=65 Ksi PL=130 Ksi Pu=1.2(65)+1.6(130)=286 Kips

Q: What are various elastomeric emulsion present in concrete?

A: Answer Introduction The elastomeric emulsion is used for the coating of any surface for safety…

Q: EXPLAIN (flexural strength requirement for beams) a. Sectional Strength b. Equilibrium and Strain…

A: INTRODUCTION: Strength : It is basically the capacity or quality of any material ( here it is beam)…

Question

Please give the correct dolution and answer of this problem in principle of reinforced/presstressed concrete

Item 4
Determine the nominal moment strength of the beam shown in the figure if f'c= 27 MPa and
fy= 425 MPa
310 mm
460 mm
4-25 mm
75 mm

Expert Solution

This question has been solved!

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

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1

Step 2

Step 3

Step 4

Step 5

Trending now

This is a popular solution!

Step by step

Solved in 5 steps with 4 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

i need the answer quickly
please need within 30 min thankyou
For the composite bar indicated, determine the permissible bending moment when the bar is bent about a vertical axis. Aluminum stress is 100 %3D MPa, Brass stress is 160 MPa, Eb = 105 GPa, Ea = 70 GPa Brass 6 mm Aluminum 30 mm 6 mm -30 30 mm
The area of the concrete in compression plus the area of reinforcement transferred on the basis of modular ratio, is called
I need the answer as soon as possible
Determine the y-bar centroid of the composite figure shown. Where x1%-68; x2=100 and y3D84 x1 x2 - y
View Policies Current Attempt in Progress A composite beam is made of two brass [E-94 GPa] plates bonded to an aluminum [E-70 GPa] bar, as shown. The beam is subjected to a bending moment of 1850 N-m acting about the z axis. Assume b-57 mm, d₁-43 mm, d₂-9 mm. Determine: (a) the maximum bending stresses Obr. Gal in the brass plates and the aluminum bar. (b) the stress in the brass brj at the joints where the two materials are bonded together. 2 Brass (2) Aluminum (1) Brass (2) Answers: (a) abr = (b) Obrj = i i b MPa, Gal = i MPa. MPa.
The working stresses for the manufactured wood beam are 10 MPa in bending and 1.4 MPa in shear. Determine the largest allowable value of the load intensity co. 25 mm Wo 25 mm -3 m 6 m- 200 mm 1 250 mm 25 mm
The compressive strength is linearly correlated with the tensile strength of the concrete and adversely proportionated with flexural strength. True False Other:
'bd . As per IS 456:2000 for M20 grade concrete and plain barsin tension the design bond stress t= 1.2 MPa Further, IS 456:2000 permits this design bond stress value to be increased by 60% for HSD bars. The stress in the HSDreinforcing steel barsin tension, a MPa. Find the required development length, La for HSD barsin terms of the bar diameter, = 360 S o.
Calculate the tensile steel stress of 5-16-mm-dia rebars in a concrete beam 250 mm by 460 mm at ultimate stage if f'c = 24 MPa and fy = 420 MPa. Express your answer in whole number.
Which of the following statements is true for design properties of non pre-stressed steel reinforcement as per NSCP 2015? *Can choose more than one. A. For non-prestressed bars and wires, fy shall be Es times steel strain for any value of strain. B. For tensile steel strains greater than that corresponding to fy, stress shall be Es times steel strain. C. For non-prestressed bars and wires, the stress beyond fy shall be Es times steel strain. D. For tensile steel strains greater than that corresponding to fy, stress shall be considered independent of strain and equal to fy.