10 25/ In arein forced Concrete beam,b-250mm, d-450 mm and n=l0.The actualmavimine St resses developed ave fee 6mpaand fs=120 Mmpa, Determine the appliedbending moment and the steel avearequired.

Answered: Image /qna-images/answer/89b821ef-7ddf-4c2c-af3d-8c4eb971699a.jpg

Answered: 1025// In a reinforced concrete beam,…

1025// In a reinforced concrete beam, b= 250mm, d = 450mm and n = 1o. The actual mavimine stresses developed ave fc= 6mpa and fs = 120 MPa. Determine the applied

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: A beam simply supported on a 8 m span carries a uniformly distributed load of 30 kN/m over the…

Q: This principle expresses the relation between the external forces applied to a system of particles…

A: Given & To Calculate Question--. This principle expresses the relation between the external…

Q: For the assembly shown in the figure, a force of 25 kN is applied to the ring at F. Determine the…

Q: Starting from rest, a rocket is launched upward (a= 4.20 m/s2). At t= 6.85 sec, the motor shuts off…

Q: Lil Sample Problem 2 2. Calculate the velocity of water flowing in point 2? Water Open Tank

A: The depth of water in tank, h=3mThe tank is opoen to atmosphere.

Q: EXAMPLE 11.2 Calculate the station of the BC and EC. You are given the following information:…

A: Given data, ∆ = 12°51' R = 400 m PI = 0 + 241.782 To Find Station of the BC and EC

Q: Determine the reactions at A and each of the two wheels at B (in Newtons).

Q: A solid circular rod, 750 mm long and 30 mm diameter, is subjected to an axial force of 80 kN. The…

Q: SOLVE

Q: A bracket plate is welded to the flange of a column section I.S.H.B. 300 @ 618 N/m, as shown in Fig.…

Q: A bracket plate is used to transfer the reaction of a beam to a column flange as shown in Fig. Ex.…

Q: For a three-hinged parabolic arch, what will be the ratio L/R to satisfy H = W?

A: Given: in a three hinged arch H=W To find: L/R

Q: If you exert a force F on an object which has a much greater mass than you do, the force which the…

A: In this question given condition is that we are applying a force on a block which is having very…

Q: The steel pipe is filled with concrete and subjected to a compressive force of 75 kN. Determine the…

Q: The pressure of the air at A within the closed tank is 200 kPa. Determine the resultant force acting…

Q: A uniform T-section beam is 100 mm wide and 150 mm deep with a flange thickness of 25 mm and a web…

Q: Q4: Answer the following: (i) Mention and justify the maximum and minimum steel ratios specified by…

A: As per the given data in the question I have solved the question in the below step and the…

Q: Refer attached figure. Mass of crate is 50kg. V₁ = 8 m/s -0.4 15°

A: Mass of crate, m=50KgThe initial velocity, Vo=8msCoefficient of kinetic friction, μK=0.4The…

Q: 1. A solid circular rod, 750 mm long and 30 mm diameter, is subjected to an axial force of 80 kN.…

A: Length (l) = 750mm dia (d) = 30mm Force (P) = 80kN Compression (∂l)= 1.35mm Change in diameter (∂d)…

Q: A rectangular reinforced concrete beam has a width of 350 mm and an effective depth of 600 mm. The…

Q: ACTIVITY a b C PRECEDES b c,d e end ESTIMATE (WEEK 15 13 8 5

Q: Please help! I need the answer immediately. A W14 × 74 flexural member of ASTM A992 steel is used as…

A: Given Data: W14 × 74

Q: TYPEWRITTEN ONLY PLEASE. ILL UPVOTE ONLY IF TYPEWRITTEN, COMPLETE, AND CORRECT. DONT ANSWER IF YOU…

Q: rectangular steel block is 4 inches long in the x direction, 2 inches long in the y direction, and 3…

Q: SW 66°36'00" A B 119° 36' с 218° 22' D

Q: truck and trailer combination crossing a 10 m span has axle loads of 10 kN, 20 kN, and 30 kN…

Q: nt of forklift: 2,000 lb nt of load: 900 lb is at B are free to roll. mine the reactions a

Q: , determine the maximum shearing stress c

A: This question has been taken from Steel structures

Q: A container holds two layers of different lliquids, one having a specific gravity of 1.2 and the…

Q: Where exactly in these designs is there a lack of coherence, and what types of things might be done…

A: Coherence describes the properties of the interrelation between physical quantities of a single wave…

Q: A solid circular rod, 750 mm long and 30 mm diameter, is subjected to an axial force of 80 kN. The…

Q: If a vertical curve is introduced between an upgrade of 0.9 in 100 followed by a down grade of 0.7…

Q: Problem 6: Determine the maximum torque that can be applied to a hollow circular steel shaft of…

A: Outside diameter of shaft, Do=100mmInside diameter of shaft, Di=80mmMaximum shear stress,…

Q: An origin-destination pair is connected by a route with a performance function t₁ = 8 + x₁, and…

Q: The following spot speed data were obtained from a provincial road. Spot Speed (kph) 50.7 36.6 59.1…

Q: EXAMPLE 11.2 Calculate the station of the BC and EC. You are given the following information:…

A: Given R= 400 m ∆ = 12051' =12.85°

Q: 5 ft 5 ft 5 ft N A 800 lbs M ONSTATER 5 ft B 1000 lbs 500 lbs 5 ft 500 lbs ZK C D E 5 ft 5 ft 5 ft…

Q: A bracket plate is used to transfer the reaction of a beam to a column flange as shown in Fig. Ex.…

Q: 9- The cutback asphalt binder can be classified into fast, medium and slow based on and------------.…

A: The cutback asphalt binder can be classified into fast, medium and slow based on rate of curing and…

Q: Using the method of joints, determine the force in each member of the truss shown below (solve for…

Q: Use 3ME Method 2 14KN/ 25 Im 2M 714 kN/m Im

A: Given data:- Below diagram is given

Q: - 1 attachment Determine the maximum height, h, perpendicular to the ground. h 55.30 ft/s2 25° 35°

Q: For the assembly shown in the figure, a force of 25 kN is applied to the ring at F. Determine the…

Q: Strictly show all of the free body diagrams used upon solving the problem. Complete solution is a…

Q: You are now to renovate your bedroom to your dream bedroom at a certain budget given by your…

A: Renovate- It is a process to renew or rebuild so that something is in good condition. To renovate a…

Q: Determine the maximum height, h, perpendicular to the ground. h 55.30 ft/s² 25° 35° I

Q: A steel bar 50 mm in diameter and 2 m long is surrounded by a shell of cast iron 5 mm thick. Compute…

Q: A block (unit weight = 19.5 kn/m^3) 0.50m square and 382mm deep floats on a stratified liquid…

Q: Required information A 90° elbow in a horizontal pipe is used to direct water flow upward at a rate…

Q: 2.5 m 750 N·m k 2.5 m 기 1200 N·m

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

10 25/ In arein forced Concrete beam,b-
250mm, d-450 mm and n=l0.The actual
mavimine St resses developed ave fee 6mpa
and fs=120 Mmpa, Determine the applied
bending moment and the steel avea
required.

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 with 2 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

Bucket: 8.5 lbBucket + concrete: 58.7 lbVolume: 0.265 ft3Density of Concrete: _____________lb/ ft3ASTM DESIGNATION: _____________
Determine: 2Z1 + 5Z2 show solutions with steps asap
Calculate Tension BD if P = 100 kN.
A reinforced rectangular beam with width 437.5 and effective depth 692.5 is subjected to service liveand dead loads (self-weight included) of 56 and 70.5, respectively. If required, compressionsteel bars are to be placed at a distance d′ = 692.5 from the extreme compression fiber. Use ??′ =28 ??? and ??= 420 ???. Compute the following: 1. Solve for the area of tension steel bars using ?? = 0.004.2. Solve for the area of compression steel bars using ?? = 0.004.3. Solve for the area of tension steel bars using ?? = 0.005.4. Solve for the area of compression steel bars using ?? = 0.005
5) A square footing 2.2 m x 0.31 m thick supports a 300 mm square column at its center. Column loads are service conditions: DL = 331 kN LL = 251 kN f’c = 21 MPa fy = 415 MPa Concrete cover to the centroid of steel reinforcement = 100 mm Calculate the maximum ultimate bending moment in the slab. Write your final answer as whole number with the unit of kN-m.
a 300 mm thick footing slab supports a 300 mm thick concrete wall carrying uniform service dead load of 214.31 kN/m and service live load of 145.94 kN/m. the base of the wall footing slab is 1.2 m from the ground surface. design parameters are as follows: ysoil = 16 kN/m^3, yconci = 24 kN/m^3. qa = 215.46 kPa. f'c = 27 MPa and fy = 420 MPa. 1. calculate the required center to center spacing of 16 mm bars for flexure if the maximum factored moment in the slab is 75 kN.m a. 150 mm b. 180 mm c. 210 mm d. NOTA 52. calculate the ultimate beam shear stress on the footing slab if the footing slab is 2.1 m wide. a. 1.25 MPa b. 0.74 MPa c. 0.87 MPa d. 0.96 MPa
29) A square footing 2.4 m x 0.32 m thick supports a 300 mm square column at its center. Column loads are service conditions: DL = 396 kN LL = 252 kN f’c = 21 MPa fy = 415 MPa Concrete cover to the centroid of steel reinforcement = 100 mm Calculate the nominal one way shear stress in the slab. Write your final answer with 2 decimal places if the unit is MPA.
Reinforced And Prestressed Concrete Instructions: Solve all problems completely. If assumptions are made, verify if the assumption are correct. No verification of assumption leads to loss of points. PROBLEM: A reinforced rectangular beam with width b and effective depth d has 4.16 mm bars placed on 1 layer at the tension side. The beam has a stirrup with a diameter of 10 mm. Use fc=28 Mpa and fy=420 MPa GIVEN: b= 197.5 mm d= 317.5mm L= 2.7 m Wd = 13.75 kN/m WL = 17.75 kN/m Calculate the nominal moment capacity of the beam Calculate that strain of the tension bars. Calculate the strength reduction factor of the beam
A slab with L/S = 2.50 has a thickness of 150 mm reinforced with 12 mm - diameter deformed bars at spacing s = 200 mm on center. Assume f'c = 28 MPa and fy = 415 MPa. Use clear cover of 20 mm. What is the safe live load in KN/m it could carry if L = 5 m? Express your answer in two decimal places. please give answer in text form
Given the following floor plan of a building as shown in FIGURE ADL= 3.6 kPa, LL = 4.2kPaIf Columns E and H are deleted and beam DEF and GHI rests on beam BEHK. Based on tributary area. 1. Find the load on BEHK at E.a. 140.4 kNb. 266.6 kNc. 210.6 kNd. 152.1 kN2. Find the load on beam BEHK at H.a. 152.1 kNb. 266.6 kNc. 210.6 kNd. 133.7 kN3. Find the maximum moment on beam BEHK. Use Pab²/L². a. 174.4 kNmb. 236.3 kNmc. 273.2 kNmd. 385.8 kNm
A spiral column carries a service dead load of 1000 kN and a service live load of 900 kN. fc' = 27.5MPa and fy = 413.5 MPa. Using a steel ratio of 0.03 a. What is the diameter (mm) of the spiral column?b. How many pieces D28 longitudinal reinforcement is required?c. Determine the possible spacing (mm) of the 10 mm spirals assuming a 40 mm concrete cover.
The figure shows a beam column joint. In a continuous building frame analysis, the maximum negative moment at the face of thesupport is 268.04 kN-m, requiring a steel reinforcement area of 1871 sq.mm. 2D36mm bars are provided. Normal density concrete is to be usedwith fc’=27.6 MPa and fy=414.7MPa