Answered: Δ Δ Δ ব ব 25 600 Δ ব D Δ Δ Δ Δ Δ A Δ Δ…

Engineering

Civil Engineering

Δ Δ Δ ব ব 25 600 Δ ব D Δ Δ Δ Δ Δ A Δ Δ Δ A A Δ Δ Δ Δ Δ Δ Δ Δ * Δ 06 300 (Dimensions in mm) Figure Q3 225

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: Reinforce Concrete Design The beam section shown in the Figure 3 will carry the same loading…

A: Given values: Pu = 175 KN f' c = 30 MPa fy = 345 MPa b = 305 mm d = 510 mm Steel reinforcement: 5-25…

Q: 32 A beam which is composed of concrete and a wide flange steel is subjected to moment M = 1126…

A: Given: A composite beam made up of steel and concrete having Compressive stresses to be carried by…

Q: With a parabolic tendon, the rectangular concrete beam (800×400mm) shown below prestressed, So, it…

A: assumption in PSC- at any section plane section before bending remain plane after bending. within…

Q: A simply supported rectangular beam has a width of 300mm and the distance to the centroid of…

Q: A 300 mm wide reinforced concrete beam has an effective depth of 450 mm. It is reinforced in the…

Q: SITUATION A: AT beam has a property shown below. fy = 420 MPa, f'c = 35 MPa %3D %3D and Es =200,000…

Q: A floor slab 100 mm thick is cast monolithically with beams 250 mm wide 450 mm deep spaced 1.2 m on…

A: Given:- The thickness of the slab = 100 mm The width of the beam = 250 mm The depth of the beam =…

Q: L25 KN 8 KN/m Dimension of rectangular section %3D 400 x 650 mm Initial Prestressing force = 380 kN…

A: Eccentricity (e) =150 mm Ytop=ybottom= 640/2 =320mm KNm= 1000000 Nmm Sign convention Compressive = +…

Q: Figure shown below, a simply supported beam and the cross-section at midspan. The beam supports a…

Q: 13. A floor slab 100 mm thick is cast monolithically with beams 250 mm wide 450 mm deep spaced 1.2 m…

A: Solution:- Given: Depth of slab or thickness of slab(Df) = 100 mmOverall length(Lo) = 5 m = 5000…

Q: Design the slab reinforcement if the maximum positive moment is Mup=wul2/11 . and the maximum…

A: Given - length = 10.9 m span = 3m Wu= 8.572 kPa Slab thickness = 150 mm f'c = 28 MPa fy= 414 MPa…

Q: A floor slab 100 mm thick is cast monolithically with beams 250 mm wide 450 mm deep spaced 1.2 m on…

A: Answer (1) Calcualtion of Nominal Moment capacity Calculation of Nominal Moment capacity of singly…

Q: 1. The web has a width of 350 mm and the slab thickness and spaced at 6.5 feet center to center of…

Q: 1904 For the beam cross section below, determine the amount of steel As required to cause the strain…

A: Answer we are given b = 10 in d = 23 in f'c = 3000 psi fy = 60000 psi To calculate the required…

Q: Show all solutions a. height of the neutral axis up to the outermost fiber of compression concrete…

Q: A simply supported rectangular beam has a width of 300mm and the distance to the centroid of…

Q: A rectangular beam has a width of 283mm and an effective depth of 461mm. It is reinforced with…

Q: determine the maximum and concrete and steel stresses at the point of maximum positive and negative…

A: Maximum bending stress The top surface of the die experiences the most bending stress, which…

Q: A 4-m simply supported timber beam is to be designed to carry a total uniform load of 10 kN/m…

Q: A 6m simply supported beam has a width of 330 mm and an effective depth of 520 mm. The yield…

A: Simply Supported Beam: When the ends of a beam are set to stand freely on supports of the beam, it…

Q: Design the reinforcement of a T-beam to resist a factored moment of 750 kN.m. Properties of the…

Q: A rectangular beam has a width of 258mm and an effective depth of 600mm. It is reinforced with…

A: To find : depth of concrete stress block

Q: noment of the beam loaded shown. Use n=8. Calculate the compressive

A: consider figure for solution Applying compatablity condition at sopport B Deflection at sopport B =…

Q: A rectangular beam has dimensions of 300 mm by 650 mm with an effective depth of 590 mm and is…

Q: 1. If column AB is made from high strength pre-cast concrete and reinforced with four 20 mm diameter…

A: Given: σallowConcrete=18 MPaσallowSteel=170 MPa

Q: The beam is subjected to a 50 kN-m factored torque at critical section near the face of support. The…

Q: A reinforced cocncrete beam has a width of 250mm and total depth of 500mm. The beam will be designed…

A: Reinforced concrete- Reinforced concrete (RC), also known as reinforced cement concrete (RCC), is a…

Q: A doubly reinforced concrete beam of size 250 mm x 500 mm overall depth is reinforced with 2-12 mm…

Q: A short rectangular column 300 mm on one side and 400 mm on the other side. It is reinforced with…

A: Bending stress: It is the stresses generate because of the bending of the beam. Its variation is…

Q: : Design the T-Beam section shown in fig. f'c=24 Mpa, fy=414 Mpa. L.L = 21 kN/m D.L=12 kN/m 3 m 450…

Q: A rectangular concrete beam has a width of 300 mm and an effective depth of 550 mm. The beam is…

Q: Given the following properties of beam: b=250mm, d=325mm and h=400mm a. Assuming the concrete is…

A: Given : b = 250 mm , d = 325 mm and h = 400 mm Uncracked moment = 25 KN -m 4 - 16 bars To find : 1.…

Q: Design Problem 3 The pretensioned circular beam shown below has straight cables with initial stress…

A: Step 1Step 2:

Q: 2- Calculate the resisting moment of the following beam. fy=360 MPa No. 30 fc= 40 MPa 450 No. 34 0 0…

A: Given DataB=300D=450+65=515d=450Fy=360 MPaFc=40 MPawe always try to design limiting sectionXu=depth…

Q: 1.2m 10 cm 7cm -7cm This concrete beam has four A-35 steel rods of one centimeter diameter and a…

A: Stresses in Concrete Beam : A concrete beam is a load bearing unit which is used to carry both…

Q: A reinforced beam has a: width = 500 mm effective depth = 600 mm n = 9 If the maximum stress of…

A: Given : Width =500mm, effective depth =600mm n=9 Maximum stress in concrete is 5MPa Moment = 80KN-m

Q: A concrete beam of length 5.5m is built monolithically with the slab. Originally, the beam has a…

A: Length of the beam = 5.5 mClear span from adjacent beam = 2.15 mWidth of the beam(web), bw = 300…

Q: A rectangular concrete beam is 12 in. wide and has an effective depth (d) of 18 in. Compression…

Q: 1. The web has a width of 350 mm and the slab thickness is 100 mm. The beam has a span of 16.5 feet…

Question

Concrete T-beam has been reinforced by bonding a steel plate to its web as
shown below. The beam carries a uniformly distributed load of 40kN/m over
a simply supported 8m span. Find the maximum deflection of the beam on
the assumption that the concrete is fully operative in both tension and compression.

(Est = 200kN/mm2. Econc = 30kN/mm2; central deflection due uniformly distributed
load, total W acting on a simply supported beam of span L is 5WL3/(384EI))

Δ
Δ
Δ
ব ব
25
600
Δ
ব
D
Δ
Δ
Δ
Δ
Δ
A
Δ
Δ
Δ
A
A
Δ
Δ
Δ
Δ
Δ
Δ
Δ
Δ
*
Δ
06
300
(Dimensions in mm)
Figure Q3
225

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 by step

Solved in 2 steps

SEE SOLUTION Check out a sample Q&A here

Similar questions

INELASTIC BENDING OF SINGLY REINFORCED CONCRETE BEAM SECTION *A trapezoidal concrete beam is casted with a compressive strength of about 20 MPa. The beam is reinforced with 3- 32 mm diamater bars in the tension zone with a yield strength of 275 MPa. The bar is located 100 mm from the bottom. Determine the nominal bending strength. Assume that the beam is symmetrical about the vertical axis with a depth of 600 mm, a top width of 500 mm, and a bottom width of 200 mm.
A reinforced concrete beam having a width of 300mm and a overall depth of 600 mm is reinforced with 2-25mm compression bars placed 60 mm from extreme concrete & 6-25mm tension bars with concrete covering of 60 mm from the centroid of the bar group. Concrete Strength, fc' = 27 MPa, Steel Strength, fy = 415 MPa. A. Determine the balanced steel area considering the contribution of the compression steel. B. Determine the maximum tension steel area allowed by the code.
A TIMBER BLOCK "B x B" mm SQUARE IS REINFORCED ON OPPOSITE SIDES BY A "B" mm AND 't' mm THICK STEEL PLATES. DETERMINE THE THICKNESS 't' SO THAT THE ASSEMBLY WILL SUPPORT AN AXIAL LOAD OF 1000 KN WITHOUT EXCEEDING A MAXIMUM TIMBER STRESS OF 12 MPa OR A MAXIMUM STRESS IN STEEL OF 350 MPa. MODULUS OF ELASTICITY OF STEEL AND TIMBER ARE 210 GPa & 7 GPa RESPECTIVELY. B t B t PROB 04
T beams
Given the following properties of beam: b = 250 mm, d = 325 mm and h = 400 mm. a) Assuming the concrete is uncracked, compute the bending stresses (in MPa) in the extreme fibers of the beam at M = 100 kN-m. Blank 1 b) Determine the cracking moment (in kNm) for the section if f'c = 28 MPa. Blank 2 c) Compute the flexural stresses in the concrete and steel of the beam using the transformed-area method at M = 100 kN-m, n = 9 and reinforced with 5-16 mm diameter tension bars. Unit must be in MPa. fc = _Blank 3, fs =__________ Blank 4
Topic: Restrained Beams 140KN 2.5m 3.5m 5KN/m 3.2m МА 6m MB 11WL2 Pab² 5WL2 Pa?b MA = - MB = - 192 L2 192 L2 INSTRUCTION: 1. Determine the maximum stress in the timber beam with the size of 120 x 370mm.
The beam is loaded uniform deadload of 42 kN/m (including its own weight), and a uniform live load of 48 kN/m. Concrete strength fc' = 21 MPa and steel yield strength fy = 415 MPa, concrete cover is 65 mm from the centroid of the bars. Assume El to be constant. 320 mm 540 mm 7m 2m a. What is the uniform factored load on the beam in kN/m? b. What is the vertical reaction (factored) at B in KN? c. What is the maximum nominal moment can the beam carry if it is to be design as singly reinforced, in kN.m? d. What is the required tension steel area in mm2, at point of maximum positive moment? e. What is the required tension steel area in mm2, at point of maximum negative moment? f. Using simplified calculation, calculate the nominal shear strength provided by concrete near the fixed end, in KN? g. Using 10 mm W-stirrups with fyh = 275 MPa, what is the required stirrup spacing near the fixed end?
Determine the maximum concrete and steel stresses at the point of maximum positive and negative moment. Fc'= 40 Mpa.
Problem #1. The base of a rectangular reinforced concrete beam is 300mm and the effective depth is 550mm. Concrete compressive strength on the 28" day is 24MPA and steel yield strength is 415MP.. Determine : a. The depth of compression block (in mm, 2 decimal places), the strain in the tension steel (5 decimal places) and ultimate moment capacity (in KN.m, nearest tenth) of the beam if it is reinforced with 4-32mm diameter bars. b. The depth of compression block, the strain in the tension steel and ultimate moment capacity of the beam if it is reinforced with 4-20mm diameter bars.
Material is CONCRETE. Please check all criteria and show work clearly.
6
Situation #3: Given is a rectangular beam having the following parameters; d = 490 mm d' = 60 mm b = 300 mm fc' = 27.6 MPa fy = 276 MPa Mu = 620 kN.m %3D 10 نقاط Compute for the required steel 3.1 area in the compression side إجابتك ibäi 12 Compute for the required steel 3.2 * area in the tension side