For a one story concrete structural system with height =4 m, if: spans along x= 6 m, spans along y=5 m, column dimensions are 300x300 mm, slab thickness = 170 mm, beam dimensions are 400 mm (depth) and 270 mm (width) floor and roof live load = 5 kN/m², floor and roof super dead load = 5 kN/m² fy= A615Gr 60 (413.69 MPa), fe= 4000 psi (27.58 MPa) determine: Mid-span reinforcement area of beam (3-AB) = Reinforcement area of column (B2) = A 3 I B I

For a one story concrete structural system with height =4 m, if: spans along x= 6 m, spans along y=5 m, column dimensions are 300x300 mm, slab thickness = 170 mm, beam dimensions are 400 mm (depth) and 270 mm (width) floor and roof live load = 5 kN/m², floor and roof super dead load = 5 kN/m² fy= A615Gr 60 (413.69 MPa), fe= 4000 psi (27.58 MPa) determine: Mid-span reinforcement area of beam (3-AB) = Reinforcement area of column (B2) = A 3 I B I

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Please give me the correct solutions and answer of this problem in principles of reinforced/prestressed concrete
4. An interior reinforced concrete slab has to be designed to support a live load and a dead load in addition to its own weight based on the following specifications: The slab is one-way and simply supported with a span of 12 ft. The live load on the slab is 200 psf. The dead load on the slab is 100 psf. Your design will use concrete compressive strength fe= 3000 psi and steel yield strength of fy = 40,000 psi
Hello, please solve the question about reinforced concrete from the sixth and seventh chapters of the third civil stage
Given Data: Concrete dimensions Area of steel 625 560 f = 30 MPa ЗHD25 f, = 420 MPa A, = 2457 mm² 65 %3D b = 250 Required: What is the maximum uniformly distributed live load it can support in addition to dead load?
Q3) The reinforced concrete beam having span of 6 m carrying total design load of 30.6 kN/m as shown in figure Q3. Using following design data, design main reinforcement for the beam. Design data: The characteristic strength of reinforcement steel (f,) = 500 N/mm? The characteristic strength of concrete is (feu) = 30 N/mm². Diameter of tension reinforcement is 25 mm, Diameter of compression reinforcement is 16 mm if required. Diameter of shear link 8 mm Concrete cover 40 mm, 30.6 kN/m h-370 mm b- 230 mm Section A-A
7.b
Q2// A floor system consists ofconcrete slab supported by continuous beam h = 140mm , bw = 300mm,d = 550mm, f 28MPA, fy = with: %3D 420MPа. Determine the steel reinforcement required at mid span of interior beam to resist service dead load moment Ma = 320KN.m and service live load moment M = 250 kN.m %3! %3D 8m + 3m 4 3m 3m 1-1
Q3) The reinforced concrete beam having span of 5 m carrying total design load of 22 kN/m as shown in figure Q3. Using following design data, design main reinforcement for the beam and shear reinforcement for beam. Design data: The characteristic strength for main reinforcement (fy) = 500 N/mm? The characteristic strength for shear reinforcement (fyv) = 250 N/mm? The characteristic strength of concrete is (feu) = 30 N/mm?. Diameter of tension reinforcement is 25 mm, Diameter of compression reinforcement is 16 mm if required. Diameter of shear link 8 mm Concrete cover 25 mm, h- 300 mm 22 kN/m 5 m b- 200 mm Section A-A Figure Q3
i need the answer quickly
using the table below, answer the question
Q.1\ A column of a cross-section (350x450)mm is reinforced with 4 bars of (25mm) in diam., knowing that Es=200,000MPa and Ec 22,500MPa and f28MPa and fy = 420 MPa determine the following: 1. The axial load that will stress the concrete to 10 MPa. 2. The normal axial compression strength.
Asiacell lln. H.W. No.1 For the simply supported solid one way reinforced concrete slab shown in the figure below having a span of (L= 4m), check the following requirements using strength method: a- Slab thickness b- The spacing between reinforcement for main and shrinkage reinforcement c- The actual reinforcement with minimum reinforcement d- Calculate ultimate resisted moment that can be withstand by the slab e- Determine the ultimate uniformly distributed load carried by slab. f = 25 N/mm2 fy=420 N/mm² + 10mm@s00mm shrinkage h=200mm -L=4m- $12mm@200mm main