Q2: Find the minimum thickness of a slab for an interior panel due to deflection control for the following: Use fy = 420MPa. a- Flat slab with drop panels (6.2 × 5.5) m clear span b- Flat plate (3.8 × 3.2) m clear span. c- Slab with beams (7.8 × 7.8) m clear span with am= 3.4

Q2: Find the minimum thickness of a slab for an interior panel due to deflection control for the following: Use fy = 420MPa. a- Flat slab with drop panels (6.2 × 5.5) m clear span b- Flat plate (3.8 × 3.2) m clear span. c- Slab with beams (7.8 × 7.8) m clear span with am= 3.4

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 is loaded with the following service loads: Moment due to Dead Load = 282 kN-m Moment due to…

Q: In a given T-Beam, flange width = 700 mm, slab thickness = 100 mm, web thickness = 350 mm, effective…

Q: 0211 A reinforced concrete one way slab is built integrally with support, consist of two equal spans…

A: As per Bartleby's guidelines we are supposed to answer only first three questions. Kindly repost…

Q: a reinforced concrete beam is designed to reach fc= 12 MPa and fs= 140 MPa simultaneously. if n=6…

Q: A composite beam is fabricated by bolting two 3.8-in.-wide by 9-in-deep timber planks to the sides…

A: Es = 31200 ksi Et = 1620 ksi Determine a. Maximum bending stress in timber and steel if P = 3.3…

Q: What is the ultimate axial load the column can carry

A: answer: 5779.1 kN

Q: What is the value of the long term deflection for the double reinforced beam having a base of 250…

Q: 6. For the beam and loading shown, calculate (a) the equation of the elastic curve for portion BC of…

Q: A composite beam is fabricated by bolting two 3.2-in-wide by 10-in.-deep timber planks to the sides…

A: Given data:- Two bolt 3.2 in wide & 10 in. deep Length of steel plate, d=10 in Thickness of…

Q: A rectangular beam, which length from the compression fiber to the neutral axis is equal to 340 mm.…

A: Given data, fc' = 33 MPa Neutral axis depth x = 340 mm To find a = ?

Q: Kindly give me right solution with clear calculations. P=7 KN UVL=48 KN/m E=200 GPa I=5.12x10…

A: Given, The beam is A Simply Supported Between Two Supports. The given Loading Arrangement on the…

Q: ANALYSIS AND DESIGN OF DOUBLY REINFORCED CONCRETE BEAMS 1. A rectangular beam with a width of 350mm…

A: Solution: Analysis of doubly reinforced beam has the following scenarios 1. Both tension and…

Q: f) the maximum bending moment in the beam. Enter your answer in kNm to 3 decimal places.

A: Given figure is a simply supported beam. Point load = 3.3 kN, acting at the midspan. Total span…

Q: Problem 1: Calculate the instantaneous and longtime deflection (time limit of 5 years) of a 40ft…

A: IntroductionDeflection is the term used to describe the bending or deformation of an item as a…

Q: A simply supported one way reinforced concrete floor slab has a span of 3 m. It carries a service…

Q: A concrete one-way slab has a total thickness of 120 mm. The slab will be reinforced with…

A: First we summarise the given data : Total thickness = 120 mm Reinforcement = 12 mm bars with fy =…

Q: Example 3: A rectangular concrete beam measures 300mm wide and has an effective depth of 450mm.…

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

Q: Situation #3 A W 33x240 is used as a beam with length of cantilever beam equal to 8 m as shown.…

Q: Find the development length for the compresston steel of a simply supported beam if compression…

A: Given: diameter of steel bar = 22 mm characteristic strength of concrete = 27.6 Mpa fy = 414 Mpa…

Q: PROBLEM 1 A beam 350mmx465mm is built monolithically with the slab whose thickness is 100mm. The…

A: Given data Width b= 350 mm depth d = 465 mm Slab thickness (ts) = 100 mm Beam span = 8 m Centre to…

Q: A composite beam is fabricated by bolting two 2.3-in-wide by 14-in-deep timber planks to the sides…

A: Given data: Es=31300 ksiEw=1510 ksi

Q: A composite beam is fabricated by bolting two 3.9-in-wide by 8-in.-deep timber planks to the sides…

A: Given that, Modulus elasticity of timber= 1630 ksi. Modulus elasticity of steel =30,900 ksi N=Es/Et…

Q: A composite beam is fabricated by bolting two 3.7-in-wide by 14-in.-deep timber planks to the sides…

A: two 3.7 in wide by 14 deep timber planks to the sides of a 0.7-in. by 14 in steel plateThe moduli of…

Q: A 7.5 meters long simply supported structural steel beam carries two concentrated loads P at every…

A: Answer (a) We are given that the compression flange is fully supported check for compact section…

Q: Determine the ultimate moment capacity of a reinforced concrete T-beam with the following…

A: Solution: Given: Flang width B = 1450 mm Web width Z = 350 mm D = 540 mm d' = 70 mm tf = 100 mm fc…

Q: Determine the ultimate moment capacity of a reinforced concrete T-beam A as shown. The beams are…

A: Calculation: Given: Span = 12m fc = 21 MPa fy = 414 MPa bw = 300 mm h = 475 mm slab thickness, t =…

Q: A floor system of a 100 mm concrete slab supported by continuous T Beam and has bw = 200mm, bf = 900…

A: Firstly, we need to determine how much reinforcement is needed for the T-beam to calculate A's. The…

Q: A reinforced concrete T-Beam is shown. Use fc' = 35 MPa and fy=414 MPa. A. If As=2950 mm^2, find the…

A: Step 1: Calculate modular ratio, n = Es/Ec ; where Es is the modulus of elasticity of steel and Ec…

Q: Calculate the strength reduction factor

Q: Q2: Find the minimum thickness of a slab for an interior panel due to deflection control for the…

A: (a) Slab with beams (8.2×7.8) m clear span with αm=2.2 αm=2.2>2 Therefore , minimum thickness of…

Q: by: e integration method 10 kN ay Method A nt area method

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

Q: Q3/ Determine the mid-span short-term deflection of a simply supported beam with the section shown…

A: ymax= 5 wL4384 EI W= 10 KN/m= 10N/mm L= 8m =8000 mm E=5000fck= 27386.127 N/mm2 I= BD3/12=…

Q: a) Is the beam properly reinforced/over-reinforced/ balanced Determine the factored moment…

A: RC Singly beam,b=500 mmD=700 mmd=600 mmf'c=48 MPaReinforcement: 3-30Mfy=400 MPaφc=0.65φs=0.85Es=2…

Q: code limitation of L/240. 3/ If maximum deflecti

Q: 2. The composite section is made up of 5"x3"x1/2" and 6"x4"x1/2" angle bars on 1"x 12" and 1.5"x16"…

Q: Determine whether a W460 X 177 of A50 steel is adequate for the beam shown. Lateral support is…

A: Given: To find: The whether W 460 X 177 of A50 steel

Q: Problem 4 Compute Mn values for the following beams: fy= 420 MPa f= 24 MPa 460 mm 600 mm 6 #25 70 mm…

Q: For the slab shown in the figure, Fy= 420 Mpa, Col. Dimensions = 400 x 400 mm, check slab thickness…

A: Yielding stress of steel= fy = 420 MPaColumn dimension= 400 x 400 mm We have to check the slab…

Q: cion #1: A hollow trapezoidal steel structural section, filled with concrete, has outside and inside…

Q: pls answer a, b ,c and highlight the answer A 5.50m beam (425mm by 525mm) is fixed support on one…

Q: e "transformed section method". sample problem: The cross-section shown below is a rectangular…

A: Given: -fs=138MPaf'c=20MPan=124-25mm diameterTo find:-wether safe or not

Q: Determine the minimum width "b" of the beam shown if the flexural stress is not to exceed 12 MPa.…

A: Given , total length of the beam =5m The beam is loaded with a udl of 3kn/m over the entire length…

Q: The timber member has a cross-sectional area of 1700 mm2 and its modulus of elasticity is 12 GPa.…

Q: Determine the minimum width "b" of the beam shown if the flexural stress is not to exceed 11 MPa.…

Q: 1. For the given singly reinforced beam section, fy =352 MPa, and f's = 28MPA. Calculate the…

Concept explainers

Bars

In civil engineering, bars refer to steel reinforcement bars or rebars. These are structural members primarily used for reinforcement purposes in masonry works. A bar is characterized by its cross-sectional area, which is negligible compared to its length. Bars are usually manufactured by steel which is uniform throughout the length, or by meshing multiple steel wires. Other materials of the bar include carbon steel, glass fiber, carbon fiber, and basalt fiber. The reinforcing bars are coated with epoxy resins and other materials to enhance some of their properties including corrosion resistance.

Question

Q2: Find the minimum thickness of a slab for an interior panel due to
deflection control for the following: Use fy = 420MP..
a- Flat slab with drop panels (6.2 × 5.5) m clear span
b- Flat plate (3.8 × 3.2) m clear span.
c- Slab with beams (7.8 × 7.8) m clear span with am= 3.4
d- Slab without drop panels (5.9 × 5.3) m clear span with am= 0.11
e- Slab with beams (6.1 x 5.2) m clear span with am= 1.4

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 Solution:-

Step 2 Solution:-

Step 3 Solution:-

Step 4 Solution:-

Step 5 Answer:-

Trending now

This is a popular solution!

Step by step

Solved in 5 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

Determine the required steel area for a T-beam that traverses the center of a floor system for which bw = 300 mm and d = 550 mm. The beams are 4.8 m long and spaced at 3 m. O.C. The slab thickness is 100 mm. Mp = 400 KN-m (including its own weight), ML = 500 KN-m. f'c = 28 MPa, and fy = 414 MPa
A beam 200x450mm is reinforced by 2-32mm diameter rebar. Assume cc=50mm, stirrups= 10mm, fc'=21Mpa and fy=415Mpa. Calculate the strength reduction factor a. 0.65 b. 0.651 c. 0.67 d. 0.809 e. 0.90
I need the answer to the question in reinforced concrete
Please answer asap with four decimal places
In a given T-Beam, flange width = 700 mm, slab thickness = 100 mm, web thickness = 350 mm, effective depth = 450 mm. It is singly reinforced at the bottom side (tension side) with As = 2775 sq. mm. Take fc' = 17.24 MPa, fy = 413.7 mm. a) Determine the value of compression block "a"
A concrete one-way slab has a total thickness of 120mm. The slab will be reinforced with 12 mm diameter bars with fy=275 MPa, fc'= 21 MPa. Determine the area of rebar in mm^2 if the total factored moment acting on 1m width of slab is 23 kN-m width of slab is 23 kN-m. Clear concrete cover is 20 mm.
Analysis of Doubly Reinforced Beams Problem 1. Compute the flexural strength of the beam shown. For concrete, fc' = 20.70 MPa and for steel, fy = 276 MPa. a. b = 200 mm d = 350 mm As As' b. b 200 mm 4 16 mm Ø 216 mm Ø d = 350 mm As 436 mm Ø As' 2-36 mm Ø c. b = 200 mm d = 350 mm As = 6-36 mm Ø As' 6-36 mm Ø
Beam section is b = 300mm, h = 450 mm. %3D Steel cover is 75 mm. Compressive strength of concrete fc' = 20.7 MPa, steel strength fy = 415 MPa. The beam is simply supported on a span of 5m and carries the following loads: dead load = 13 KN/m, live load = 10 KN/m. Find the required %3D number of 20mm Ø bars for the given cross section both in balance and ultimate condition.
Problem 2 A loaded cantilever beam is shown. E=29,000 ksi. The W16 section that will limit the total load deflection at the free end of the beam, B to 0.75 in. is most nearly: WD = 0.5 k/ft WL = 1.0 k/ft PD= 2 k B PL = 4 k Answer: W16 x L = 12 ft %3D
Please answer asap with four decimal places
The dimensions for a reinforced concrete beam are given as: b = 300mm d = 400mm d’ = 75mm It is to be designed for a service dead load moment of 30kN-m and a service live load moment of 40kN-m. Suppose f’c = 21MPa and fy = 276MPa, how many 20-mm bars are required to reinforced the beam in terms of steel area?
Determine the minimum width "b" of the beam shown if the flexural stress is not to exceed 12 MPa. Answer must be in mm. Given: a = 1 m, b = 4 m, c = 2 m, P = 7 kN, and w = 4 kN/m. P KN cm w kN/m (not scaled) 270 mm bm a m R2 RI