2. Design a One way simply supported slab of 5.5 m effective span to carry a working live load of 5 kN/m2. Use M30 grade concrete and Fe500 grade steel. As an engineer, where a simply supported slab is suggested in a structure?

2. Design a One way simply supported slab of 5.5 m effective span to carry a working live load of 5 kN/m2. Use M30 grade concrete and Fe500 grade steel. As an engineer, where a simply supported slab is suggested in a structure?

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 continuous solid slab system shown in Fig. (1) supported by beam with (bw=300 mm and h=650 mm) and…

Q: Design a reinforced concrete beam for shear in accordance with the ACI requirements if Vu = 320 kN.…

A: Vu= 320 kN f'c= 28 Mpa fy= 420 Mpa d= 1.8b To Design- RCC beam for shear

Q: D 25 mm deformed bars, it is required to: a.) Calculate and check the actual reinforcement ratio b.)…

A: Given : simply supported beam with udl and point loads acting 300 mm and 500 mm cross section 25 mm…

Q: Design main reinforcement and shear reinforcement for beam carrying total design load including…

A: Deign Moment due to udl, Mu=wl28=70×328=78.75 kNm depth of section = 300 effective…

Q: Is it favourable use Glass Fiber Reinforced Polymer instead of Steel, for concrete reinforcement?…

A: GFRP (Glass Fiber Reinforced Polymer) rebar is a FRP (Fiberglass reinforcement product) variant.

Q: For a beam of cross section, width = 220 mm effective depth = 500 mm number of rebars of 14 mm…

A: Given data, B = 220 mm d = 500 mm Fy = 500 Rebar diameter 14 mm

Q: Problem 2: For the given beam section below find the design moment (Mn) whereas f'c = 4 ksi, fy = 60…

A: Given doubly reinforced beam with values,Width of the beam, b= 12''Effective depth,…

Q: Problem 2: Determine the rebar size in the following beam. The beam span is 22 ft and it is…

Q: 20-mm diameter bonded steel reinforcement needed to satisfy the NSCP requirements. Place the steep…

Q: Compute the reaction at point A(kN) at member AD.

A: Given data; L.L = 2.949 kpa t = 112.110 mm w = 23.395 kN/m3

Q: Problem 2A reinforced concrete slab is built integrally with its supports (beams) and consists of…

A: Step 1: Assume trial thickness by checking minimum thickness of slab Step 2: Check load cases and…

Q: Having 230 mm wide and 150 mm of R.C.C. beam and deep is reinforced with 1 bars of 16 mm and of…

A: Given: width, b = 230 mm depth, d = 150 mm Main bar = 16 mm fy = 415 MPa fc = 20 MPa Shear Force, Vu…

Q: Recitation 6 Design a one-way slab $3 having a simple span of 4m. The slab is to carry a uniform…

Q: For a one story concrete structural system with height =4 m, if: spans along x= 6 m, spans along y=5…

A: To calculate mid-span reinforcement area of beam : To calculate mid-span reinforcement we have to…

Q: An RCC beam of 250 mm width and 400 mm effective depth is having three bars of 16 mm diameter of…

Q: design a Pined Reinforced Concrete frame supported equally by two columns which should satisy the…

A: It is design a Pined Reinforced Concrete frame supported equally by two columns which should satisfy…

Q: Problem- 2 legged 10 mm diameter vertical stirrups are provided at a spacing of 250 mm centre to…

A: Given- Diameter d=10 mm, Spacing s=250 mm, width b=250 mm, Effective depth d=400 mm, Design shear…

Q: 15. A reinforced concrete circular section of 50,000 mm² cross-sectional area carries 6 reinforcing…

A: Given - A reinforced concrete circular-section = 50,000 mm2 Total area of 6 reinforcing bars,= 500…

Q: A slab panel is carrying a superimposed dead load of 2.70 kPa and superimposed live load of 6.0 kPa…

Q: A beam has a width b = 14 in. and a height h = 22 in. The compressive strength of concrete f.' =…

Q: An RCC beam having 200 mm wide and 400 mm effective depth is reinforced with Fe415 grade steel of…

Q: Using the Strength method, design (the dimension) of a 4 m simply supported rectangular beam for…

A: Solution: Given: span = 4 m DL = 25 kN/m LL = 30 kN m fc = 28 MPa fy = 420 MPa db = 32 mm γc =…

Q: Refer to the figure. bw

A: (a) using 28mm diameter main reinforcement bars, determine the nominal ultimate moment capacity…

Q: 6.1 A four-span one-way slab is supported on 12-in.-wide beams with center- to-center spacing of 14,…

A: depicts a four-span one-way slab supported on 12-inch wide beams with a center-to-center spacing of…

Q: Problem 1A beam with a rectangular section has a width of 200 mm and an effective depth of 600 mm.…

A: Answer is given below in brief explanation.Explanation:Beam Analysis:Given:Width (b) = 200…

Q: A short plain concrete column with dimensions of 0.3 * 0.3 * 0.9 m is to be constructed. If the…

A: gdgggj

Q: A reinforced concrete beam has a width of 250 mm and a total depth of 450 mm. It is reinforced with…

A: Compression force generally happens when a physical force presses inward on a reinforced beam,…

Q: Problem 3. A column of 30 cm x 45 cm has an effective length of 3.5 m. The safe load on the column…

Q: A rectangular beam has a width of 335 mm and an effective depth of 620 mm. The specified compressive…

A: Given Data:b=335mmd=620mmfc=24Mpafy=345MpaVu=262kNstrip Dia= 10mm

Q: for the slab shown below: 1- If the service dead load = 4 kN/m2, find the maximum live load can be…

A: As math type is not available, providing hand written solution

Q: Situation. A simply supported one way RC slab has a 3 m span. It carries a serv

Q: Principles of Reinforced Pre-stressed Concrete Enumerate at least five (5) practical reasons for…

Q: Design a simple span one-way slab to carry a uniformly distributed live load of 18 kPa The span is…

A: uniformly distributed live load = 18 kPa span, L= 3.4 meters (center to center of supports)fc= 20.7…

Q: 3] A pre-stress concrete beam 300mmx500mm in section has a span of 6.6m and is subjected to a…

A: Given data, Span L = 6.6 m Load W = 18 kN/m (Including self weight) Prestressing force P = 1060 kN =…

Q: The middle of the 5.6 m simple beam has a dimension of 350 mm by 600 mm. On that location, the beam…

A: Answer We are given Beam span = 5.6 m Rectangle beam 300 x 600 mm Compression reinforcement As'…

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

100%

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- Calculation of factored loads

VIEW

Step 2 - Ultimate Moment & Shear

VIEW

Step 3- Check depth for bending

VIEW

Step 4- Check for shear

VIEW

Step 5- Utility of such slabs

VIEW

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

I need the answer to the question in reinforced concrete
For a beam of cross section, width = 250 mm effective depth = 520 mm number of rebars of 12 mm diameter required to satisfy minimum tension reinforcement requirement specified by IS: 456-2000 (assuming grade reinforcement as Fe 500)?
Flexure beam.
A slab panel is carrying a superimposed dead load of 2.70 kPa and superimposed live load of 6.0 kPa all over the 4.0 m x 18 m light storage area. The slab is restrained. The concrete to be used has strength of 28 MPa (normal weight). The main reinforcement has yield strength of 350 MPa. Use concrete cover of 20 mm. The thickness uses a multiple of 10 mm. The main reinforcement used is 16 mm in diameter The shrinkage and temperature reinforcement used is 12 mm in diameter The unit weight of concrete is 23.6 kN per cubic meter. Using USD, Determine the spacing of 12 mm main rebar at the support.
7. For a beam of cross-section, width = 230 mm and effective depth = 500 mm, the number of rebars of 12 mm diameter required to satisfy minimum tension reinforcement requirement specified by IS: 456-2000 (assuming grade of steel reinforcement as Fe500) is mi
( CECE2240 - Design of structure -1 ) EXPERIMENT :Designing and detailing of singly reinforced simply supported beam - ACI Code Step 1 Step 2 Step 3 Step 4
If the given beam section is used for a simply supported beam 5.0 m span, using fc = 21 MPa and fyt = 280 MPa: 10-mm-dia 425 mm @ 200 mm 500 mm -275 mm 75 mm 25. Calculate the nominal shear strength of concrete, using simplified formula of NSCP 2015. = kN 26. Calculate the nominal shear strength of the stirrups, Vg = kN. 27. Calculate the design sectional shear strength of the beam = kN 28. Determine the maximum factored uniform load in that can be sustained based on shear strength of the cross-section only. = kN/m 29. Determine the maximum live load in that can be sustained based on shear strength of the cross-section only. = kN/m 30. If the total factored uniform load is 60 kN/m, calculate the ultimate shear force at critical section for shear in kN. = kN INPUT ALL ANSWERS ROUNDED TO WHOLE NUMBER
i need the answer quickly
A singly reinforced rectangular beam 350 mm wide and 450 mm deep is reinforced with 2-16-mm-diameter bottom bars enclosed with 10-mm-dia stirrups covered with 40 mm of concrete.Calculate the tensile steel strain compatible with concrete strain of 0.003. Use f'c = 26 MPa and fy = 370MPa. Express your answer in 4 decimal places
Determine the required reinforcement for L – section beam to resist torsion ? = 10??. ? with the following dimensions; depth of slab = 100 ?? width of flange = 900 ?? width of web = 200 ?? depth = 455 ?? Consider concrete class ?30 and high yield steel ?460 for main Reinforcement and S250 For stirrups