feu = 40 MPa Cover = 3smmfy = 500 MPafy = 250 MPaPreferred link size = 10mmQuestion 2Design the reinforcement for the following one-way slab:Slab thickness,h=%3D160 mmDesign Mid-span Moment, M = 35 kNmPreferred bar sizes = main bar: 12mm; distribution bar: 10mmQ2a. Calculate the steel area required (in mm2per m width).Q2b. Provide main bars and distribution bars.

Given : fc = 40 MPa, cover = 40 mm fy = 500 MPa Slab thickness, h = 160 mm Moment, Mu = 35 kNm Main…

feu = 40 MPa Cover = 35mm fy = 500 MPa fy = 250 MPa Preferred link size = 10mm Question 2 Design the reinforcement for the following one-way slab: Slab thickness,n= 160 mm Design Mid-span Moment, M = 35 kNm Preferred bar sizes = main bar: 12mm; distribution bar: 10mm Q2a Calculate the steel area required (in mm2per m width). Q2b. Provide main bars and distribution bars.

feu = 40 MPa Cover = 35mm fy = 500 MPa fy = 250 MPa Preferred link size = 10mm Question 2 Design the reinforcement for the following one-way slab: Slab thickness,n= 160 mm Design Mid-span Moment, M = 35 kNm Preferred bar sizes = main bar: 12mm; distribution bar: 10mm Q2a Calculate the steel area required (in mm2per m width). Q2b. Provide main bars and distribution bars.

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: Determine the required reinforcement for T-section beam to resist torsion T = 11.75 KN.m with the…

A: Moment of resistance = 0.87 Ast [ d-0.42 ]moment of resistance for high yield reinforcement =…

Q: Determine the numbers of rebars required for a RC beam (h=400mm, b=700mm) carrying a factored moment…

A: Given b= 700 mm h= 400 mm Cc = 40 mm, db = 20 mm , ds = 10 mm Characteristic strength of…

Q: 2. The column section shown below has ties, concrete compressive strength fe' = 5000 psi, and…

Q: b). Determine the COMPOSITE centroid of the T section. (x, y shown is the origin and the reference).…

A: It is required to find the composite centroid of the T section.

Q: For the given loaded truss, the allowable tensile stress in any member is up to 800 MPa while the…

Q: Steel, fy (main bars) = 415 Mpa Steel, fyt (ties) = 275 Mpa 1. Determine the minimum spacing “a”,…

Q: f'c = 4ksi; by = 60ksi Stimups #3@4" 4/c @ WHAT IS THE DESIGN SHEAR CAPACITY OF THE BEAM? [*V₁ =…

Q: Design the flexural reinforcement for a rectangular section with a width of 10 in. and a total…

A: Width = 10 in. Depth = 20 in. Md= 88 k-ft Ml= 70 K-ft fc= 6 ksi fy=80 ksi

Q: Required: block shear strength of the gusset plate.

A: Plate 6 x 1/2 weld length in shear = 71/2 weld length in tension = 6 in thickness of plate t = 1/2…

Q: 2. Determine if the composite beam pictured below is adequate for this application (this includes…

A: For W24 x 94 composite beam given: Thickness of all members = 4in Span Length = 30' , Service Live…

Q: The detail of a truss at the support is glued as shown. Given: shearing stress = 800 kN/m2 bearing…

Q: 1210 Find the centroid of hardy composite shapes. 713 319 530 14in - 877 Shape b=14 h=10 A b=8 6-10…

A: Refer the below images for the explanation

Q: Determine the force in members FI, EG, FG, GI, JL, KM, JK, JH, GH and HI using Method of Sections.…

Q: A beam cross-section is limited to the size shown. Determine the required area of reinforcement for…

A: Given data: Service Dead load moment, MD=400 ft-kips Service Live load moment, ML=250 ft-kips…

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

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

Step 2

Step 3

Step 4

Step by step

Solved in 4 steps with 3 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

11-1. Determine whether the W14 x 34 beam shown in Figure 11-43 is adequate for flexural rupture and flexural yielding at the cope. The steel is ASTM A992, grade 50. 1/2" W14x34 R₁ = 40kips FIGURE 11-43 Detail for Exercise 11-1
In a slab-floor system with the total depth of 22 in., the flange effective width was determined to be 40 in. The beams have a web width of 14 in. and the slab thickness is 3 in. Design the reinforcement for a typical interior beam if the factored applied moment, Mu is 9500 k-in. f’c = 6ksi and fy = 80 ksi. Draw the detailing.
Combined Stresses Given Hollow Steel Section (HSS) that is 4"x6" and 1/2" thick, with axial and transverse loading shown, determine the total normal stress at a. The 5k load on the bottom of the beam b. At the mid-span in the middle of the beam C. At the 10k load on top of the beam 5k 10k A 5' 10' 5' B CENTROID 4" 5 k 3k 8k 6" 2' 6.25k 8.75k +6.25k SECTION +1.25k 'V" -8.75k +43.75k-ft. +31.25k-ft. 'M' 8k 5 k + tension P = Ok %3D
t 4#9 1) fé= 5000 psi r Grade 60 steel; 4 #9 Rebars, 5-9" t 4#9 NWC, 5-9" L = 25 ft & Mn = ? 4#9 14" $ 21" #3" Simple span 39
QUESTION 1A concrete floor slab measuring 6 m x 3 m is simply supported on one side brick load-bearing walls along the 6 m sides. The concrete slab is 200 mm thick and reinforced at the bottom as follows. a. Main reinforcement (short span i.e the bars are parallel to the short span), Y12, shape code 34 @ 125 mm centre to centre,b. Distribution reinforcement (long-span i.e the bars are parallel to the long span), Y 10, shape code 20 @ 300 mm centre to centre,c. Concrete cover, 30mm,d. Concrete strength, 40MPa. Draw the reinforcement layout for this slab, in plan and section, indicating all thereinforcement and necessary information required by the contractor. Calculate and indicate the number of bars required on your drawing. You do not need to calculate the bar lengths and the curtailment. Neat drawing please