The cross-section at mid-span of a beam at the edge of a slab is shown in the sketch. A portion of the slab is considered as the effective flange width for the beam. The grades of concrete and reinforcing steel are M25 and Fe415, respectively. The total area of reinforcing bar (As) is 4000 mm². At the ultimate limit state, xu denotes the depth of the neutral axis from the top fibre. Treat the section as under-reinforced and flanged (xu > 100 mm). 1000 650 570 A₂ 325 All dimensions are in mm. 100 ↑ The value of xu (in mm) computed as per the Limit State Method of IS 456:2000 is

The cross-section at mid-span of a beam at the edge of a slab is shown in the sketch. A portion of the slab is considered as the effective flange width for the beam. The grades of concrete and reinforcing steel are M25 and Fe415, respectively. The total area of reinforcing bar (As) is 4000 mm². At the ultimate limit state, xu denotes the depth of the neutral axis from the top fibre. Treat the section as under-reinforced and flanged (xu > 100 mm). 1000 650 570 A₂ 325 All dimensions are in mm. 100 ↑ The value of xu (in mm) computed as per the Limit State Method of IS 456:2000 is

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

.
Only compute the I, where the formula is; I=bh² / 12
/ For the rectangular reinforced concrete beam (shown below),determine the stress at the upper and lower fibers of concrete and at steel reinforcement if fc'=20 MPa
Show step by step solution
SHOW COMPLETE SOLUTION AND DRAW THE FBD.
I need the answer as soon as possible
(40 How A Rismatic steel bar of a Square cro ss section (looxlo0)mm is loaoled by Compressive force P= 1300 K, the bar has length 2.5 m, Eg=200GPay V=0.3,determine the shortening 8, the increase in the dimensions of cross Section, the change in Volume DV of the bar? loomm loomm
QU A composite beam is fabricated by bonding a steel bar and a brass bar and is subjected to the bending moment M = 200 N-m. Determine the maximum bending stress in the brass and steel. Given: E, =200 GPa, E, = 100 GPa Brass 20 }o | Jakrtal
Concrete has no tensile strength. True False
Seatwork The beam shown is prestressed by using a bonded (stress relieved tendons) with a specified tensile strength of prestressing tendons strength fpu=1350 MPa, fc'=35 MPa. The area of prestressed reinforcement in tension zone Aps=1000 mm?. The specific yield strength of prestressing tendons sd, foy=1160 MPa. а. What is the value of the stress in prestressed reinforcement at nominal strength (Aps) b. What is the value of the depth of the compression block. С. What is the ultimate moment capacity of the prestressed beam. 0.85fc' 430 NA |(d-a/2) · A=1000 T=Ap.Sps 250
Use the giuven values: Aluminum: E = 10 x 106 psi, α = 12.8 × 10-6 in/(in·°F) Bronze: E = 12 x 106 psi, α = 10.5 × 10-6 in/(in·°F) Show you complete solution.
I need the answer quickly