Answered: Q-(B) Find the limiting % of tension…

Engineering

Civil Engineering

Q-(B) Find the limiting % of tension reinforcement in a beam made up of M35 concrete and reinforced with Fe415 steel.

Materials Science And Engineering Properties

1st Edition

ISBN:9781111988609

Author:Charles Gilmore

Publisher:Charles Gilmore

Chapter12: Composite Materials

Section: Chapter Questions

Problem 12.7P: Estimate the transverse tensile strength of the concrete in Problem 12.6.

See similar textbooks

Related questions

Q: kips load will cause the same amount of damage per pass as caused by ______ passes of standard 18…

A: We have formula Damage factor =(AxleStd axle)4Axle=32kipsStd axle=18kips

Q: A cylindrical specimen of dry sand with a minimum and maximum void ratio (emin and emax) of 0.5 and…

A: We have relationRelative density isRd=emax-eemax-emin

Q: Consider the following data for designing a taxiway for operating Boeing 707-320 aeroplane: Wheel…

A: Given data: Wheel base, w = 17.70 m Tread of main landing gear = 6.62 m Turning speed, v = 40 km/h…

Q: Q- A certain waste has a BOD of 180 mg/L and its flow is 2000 cubic metres/day. If the domestic…

A: Given- waste BOD=180 mg/L,flow Q=2000 m3/day,domestic BOD=100 gm/capita/day. It is needed to find…

Q: Slenderness ratio of a 5 m long column hinged at both ends and having a circular cross section with…

A: GIVEN :- Length of Column , L = 5 m Diameter of column , D = 16 cm = 0.16 m Column is hinged at both…

Q: 7. Referring to figure 4, determine the X component of force P=260kn along the X-Y axes which are…

Q: #4 Draw the shear and moment diagrams for the beam. A W kN/m 8 m B. 3 m P KN 150 kN.m W= 29 kN/m P=…

A: GIVEN: Beam is shown TO DETERMINE: Shear force and Bending Moment diagram.

Q: (a) For the input force, P, determine the force exerted on the bolt. (b) What is the mechanical…

A: It is given that :

Q: Problem #1 1.) A soil known its water content of 18%. and a the degree of Unit specific gravity of…

Q: Fx F₁ e I+Y mine the x-component of the resultan low. F1 = 254 KN, 01 560 F2312 = 30°. Write…

Q: A line was recorded as 2350.00 meters long. The standard tape weighs 0.65 kg, 30.00m long at 20°C…

A: Given Data The length of the tape is 30 m Weight of the tape is 0.65 kg Pull in the tape is 50 N…

Q: Check the beam(350x800mm) for bending moment to carried the loads shown in the figure below,usefe…

Q: Using Double Integration Method derive an expression for the following: a) Reaction at propped…

Q: 63.40 8.73 Determine the location of the centroid (in mm) from the y-axis. 34.56 12.70 21.90 50 mm O…

Q: Difinition * Monopoly * Oligopoly * Price and production * law of Supply Demand * law of Diminishing…

A: Given - Monopoly , Oligopoly ,price and production , law of supply demand , law of diminishing…

Q: 2. A reserve curve has the following radius: R₁ = 380 by two tangents with an intersection equal to…

Q: A 300 x 12 mm plate is connected to 23mm diameter bolts arranged as shown, what is the capacity P =…

A: Answer We are given Plate b =300 mm and t = 12 mm bolt diameter d = 23 mm allowable stress for…

Q: 5.0 40.0 EG-44 lbs 38.66 38.66 5 lbs 38.66 40.0 -40 lbs GH = 0 FGX = 5 lbs Angle GH to FG = 38.66°…

Q: 4. The schematic representation of a two-degree of freedom system is shown below. For the given…

Q: THE FORCE F OF MAGNITUDE 195 KN ACTS ALONG THE LINE AB. (1) DETERMINE THE MOMENT OF F ABOUT THE AXIS…

Q: The beam shown in Fig.2 is hinged at A and roller supported at B and C. It has an internal hinge at…

Q: PROBLEM 2 An actual allowable moment of 70 kN-m is carried by a beam with the cross-section shown.…

A: Given data: Allowable moment=70 kN Compressive strength of concrete=25 MPa Yield strength=414 MPa…

Q: What is the lane distribution factor recommended by the AASHTO design guide for a 6-lane highway (3…

A: Answer From AASHTO design guide we have Lane distribution factors as follows Number of Lanes in…

Q: A steel plate is bent into a circular arc of radius 10 m. If the plate section be 120 mm wide and 20…

A: Given data: Radius, R = 10 m E=2×105 Nmm2 Area, A=120×10 mm2 y=10

Q: PACES ALONG LINE AB WHOSE BEARING IS S 18 E AND MAKES 1520 PACES ON LINE BC WHOSE BEARING IS N 82 W,…

Q: Using Double Integration Method derive an expression for the following: a) Reaction at propped…

A: To find - a) Reaction at propped support…

Q: The fixture shown in Figure 5 is fixed at point A and free at point C. The frame is made from a…

A: Given data b = 50 mm h = 75 mm E = 200 GPA Ignore axial and shear deformation Find vertical…

Q: Given are the interior angles of a heptagon. Determine the discrepancy for the given observation and…

Q: #1 Determine the force in each member of the truss. State if the members are in tension or…

Q: At a certain station, the mean of the average temperature is 25°C and mean of the maximum daily…

A: Given data: The mean of average temperature, Ta=25 °C The mean of the maximum daily temperature,…

Q: usescale (1/1) draw the front Section view in mides pan and the side Sectional Vien middles pan for…

A: Front Sectional View: The front sectional view is the view of the object done by taking a section…

Q: SOLVE FOR THE ANGLES: N.20 25 50"W S.20° 25' 50"W. S.52 21' 30"W. S.85 30' 16"E. + S.69 59' 10"W.…

Q: Case 1 b L P a

A: Shear force is defined as the algebraic sum of all the forces acting on either side of the section.…

Q: Does the use of a CAD system eliminate the need for trial sketches and other preliminary placement…

A: CAD is the latest technology to design any form of structure. There are so many benefits of this…

Q: Calculate the maximum positive moment in the beam in kN.m

Q: Using Double Integration Method determine the following: a) Reaction at propped support, b)Wall…

Q: Calculate the depth of the neutral axis of the section in PART B in mm.0

A: Given Data: The dimension of the beam is 250 mm by 400 mm. The compressive strength is fc'=21 MPa.…

Q: 3. THE PACE OF AN ENGINEER IS 0.68m/pace. HE WALKS ALONG THE PERIMETER OF A TRIANGULAR LOT ABC AND…

A: GIVEN: THE PACE OF AN ENGINEER IS 0.68m/pace. HE WALKS ALONG THE PERIMETER OF A TRIANGULAR LOT ABC…

Q: MA VA a M L b VB M₂

Q: Calculate the depth of compression block of the section in PART A in mm.0

A: Given,

Q: 3. The average rainfall rate in a watershed with an area of 50 mi² in the upstate of South Carolina…

A: Given that, Watershed area = 50 square miles Average rainfall= 62 inches/year Average stream…

Q: A line was recorded as 2500.00 meters long. The standard tape weighs 0.65 kg, 30.00m long at 20°C…

Q: 7. The following results were obtained from a liquid limit test on a clay using the casagrande cup…

Q: Line Distance AB BC CD DE EF FG 62.56 29.49 65.07 41.14 43.70 26.74 Forward Bearing N 81-02-05 W N…

A: Given: LINE FB BB AB N 81-02-05 W S 79-26-30 E BC N 08-16-07 W S 13-18-15 E CD S 87-34-45 E…

Q: Concrete overhang beam is to support the concrete slab w/ tributary width 2.70 m. The beam also…

A: Given Data- a concrete overhang beam of span 6m concrete slab of 150mm thick with tributary width…

Q: A trapezoidal beam w/ top width = 250mm, and bottom width = 350mm has a depth of 550mm. it has a…

A: Given: Section: Top width = 250 mm Bottom width = 350 mm h = 550 mm cover = 65 mm d = 550-65=485 mm…

Q: 2.0 m Pu = 45 KN W₁ = 44.24 kN/m * 3.0 m 7777 a. b. 3-200 6-200 350mm by 400mm f'c-35 MPa fy=415 MPa…

Q: Q1-A 1.Determine 2.Determine the type of the truss in Fig.(2) the axial force at each of members HG,…

A: 1-A 1.Type of Truss: Simple trusses are connected together to form into a truss.…

Q: A component made of Aluminium 6061-T651 has an edge crack with length equal to 15 mm, as shown The…

Q: A stadia rod held at a distant point B is sighted by an instrument set up at A. Determine the length…

A: Solution:-

Concept explainers

Design criteria for structural loading

The different loads such as loads due to self-weight (dead load) and external loads such as live load, wind loads, seismic load, snow load, and other loads and load combinations that influence the design of a building are called structural loading. The nature of the applied load differs from changes in the location, design, and type of materials used. The design criteria require that structures must be designed and constructed to be able to withstand all load types that are expected to act upon the structure and render its usage for the designated purpose. The structural members such as beams, slabs, columns, and foundations help the structure to withstand the applied load. There are different institutes such as ASCE and ACI that provide building design codes to assure minimum safety requirements and quality of the structures.

Question

Q-(B) Find the limiting % of tension reinforcement in a beam
made up of M35 concrete and reinforced with Fe415 steel.

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

VIEW

Step 2

VIEW

Step by step

Solved in 2 steps

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

What is the magnitude of the compressive force on the left plumb in kN? F1 the steel and the left column concrete are bonded, what is the deformation due to applied load? part 3 is pictured
Referenced concrete When designing the same bim Why is the load in the case of moment greater than the load in the case of shear?
Asiacell lln. H.W. No.1 For the simply supported solid one way reinforced concrete slab shown in the figure below having a span of (L= 4m), check the following requirements using strength method: a- Slab thickness b- The spacing between reinforcement for main and shrinkage reinforcement c- The actual reinforcement with minimum reinforcement d- Calculate ultimate resisted moment that can be withstand by the slab e- Determine the ultimate uniformly distributed load carried by slab. f = 25 N/mm2 fy=420 N/mm² + 10mm@s00mm shrinkage h=200mm -L=4m- $12mm@200mm main
Find the ultimate moment of resistance for the rectangular section reinforced as shown below. material strengths: Concrete Reinforcement Width of section Reinforcement fcu= 30-MPa fy:= 450-MPa b:= 280 mm d:= 510 mm d':= 50-mm 2 A, 2410-mm A's:= 628-mm 2 b A', Hi As
A beam having a width of 500 mm and a total depth of 800mm is reinforced with 6-32mm dia bars Compressive strength of concrete is 28 MPa and yield strength of reinforcing bars is 420MPaa) depth of the compression blockb) strain in the tension reinforcementc) moment reduction factor
Estimate the transverse tensile strength of the concrete in Problem 12.6.
What is the characteristic strength of a mild steel reinforcement bar? Select one: O a. 415 N 415 N/mm O C. 250 N d. 250 N/mm
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.
Briefly describe why we ignore the concrete below the primary tensile reinforcement in terms of structural capacity but include it in the self-weight of the beam.
Problem 1. The composite beam shown below carries a cantilevered load of 10 kN. The beam consists of one 30 x 124 mm plate and four 12 x 50 mm plates. They are pinned together at 120 mm intervals with round pins. The pin material has a shear strength of 159 MPa. Compute the minimum acceptable diameter for the pins. O O O O O O O -0 O 0- O 1000 mm Do O -120 mm (typ) O O O P = 10 KN 30 x 124 mm 12 x 50 mm (typ)
A reinforced concrete (RC) beam with a width of 250 mm and an effective depth of 400 mm is reinforced with Fe415 steel. As per the provisions of IS 456-2000, the minimum and maximum amount of tensile reinforcement (expressed in mm²) for the section are, respectively
concrete floor slab 100 mm thick is cast monolithic with concrete beam 2.0 m on centers. The beams have a span of 4.2 m and have a web width of 250 mm, and overall depth of 450 mm. The tensile reinforcement consists of 4-25 mm bars in two rows with 25 mm vertical clear spacing. Use material strength f’c = 21 MPa and fy = 415 MPa. Calculate the following considering a T-geometry; a) effective flange width of an interior beam in mm b) depth of uniform stress block at ultimate stage in mm ( round of to nearest whole number) c) tensile steel strain compatible with concrete strain if 0.003 ( round if 3 decimal places)