What is the value of the long termdeflection for the double reinforcedbeam having a base of 250 mm, d of400 mm, As = 3000 mm^2, As' = 1000mm^2. If the computed value ofdeflection deadload = 5.50 mm,%3Ddeflection live load = 10.00 mm,deflection sustained live load = 7.00mm. The long term deflection to beconsidered is 8 years.24.286 mm30.000 mm26.667 mmNone of the Choices21.111 mm22.500 mm

Answered: Image /qna-images/answer/2d5a99f8-d593-4929-a0a4-4caa20b7b3d3.jpg

What is the value of the long term deflection for the double reinforced beam having a base of 250 mm, d of 400 mm, As = 3000 mm^2, As' = 1000 mm^2. If the computed value of deflection deadload = 5.50 mm, deflection live load = 10.00 mm, deflection sustained live load = 7.00 mm. The long term deflection to be considered is 8 years. O 24.286 mm 30.000 mm 26.667 mm None of the Choices

What is the value of the long term deflection for the double reinforced beam having a base of 250 mm, d of 400 mm, As = 3000 mm^2, As' = 1000 mm^2. If the computed value of deflection deadload = 5.50 mm, deflection live load = 10.00 mm, deflection sustained live load = 7.00 mm. The long term deflection to be considered is 8 years. O 24.286 mm 30.000 mm 26.667 mm None of the Choices

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

1) A box beam has the following dimensions: h = 500 mm, b = 180 mm, and t = 22 mm. If the yield stress is 270 MPa, what is the yield moment? (Express your answer in kN-m, up to 1 decimal place) 2) A box beam has the following dimensions: h = 500 mm, b = 180 mm, and t = 22 mm. If the yield stress is 270 MPa, what is the shape factor? (Express your answer up to 1 decimal place)
Answer should be on the choices. Please provide a NEAT or CLEAN SOLUTION. I need a written solution.so i can understand it really well. thanks
show complete solution. Thanks!
Material is CONCRETE. Please check all criteria and show work clearly.
Please solve with complete detailed solution. Thank you.
The following are properties of the reinforced concrete beam shown, f, = 60,000 psi and Sc = 4,000 psi . Determine the distance from the top 12 in 3 in. of the beam the centroid of the effective area of the concrete subjected to the compressive stress 0.85 f. . 27 in. 33 in 30 in. 4 #11 3 in. 18 in. O 3.47 in. O 7.43 in. 4.73 in. O 3.74 in.
For the given section below, Compute the maximum stress of concrete and steel. All dimensions are in "mm". Use M=150KN-m and n=10. The answers are MPa and MPa 500 mm 100 mm 100 mm 400 mm 6-32 mm Ø 100 mm 100 mm, 100mn|,100 mal 100 mml100 ma,
Determine the losses in the post-tensioned concrete beam as shown below. 560 mm Given: POST-TENSIONED BEAM with A PARABOLIC TENDON PROFILE Span Length = 20 m fi = 1200 N/mm² A, = 2850 mm² Ac 4.23x105 mm² 1=9.36x10¹0 mm e-560 mm (@midspan, from N.A.) fc= 40 N/mm² Es = 210,000 N/mm² μ = 0.19 K = 0.0005 (per meter) Anchorage slip = 5 mm (jacked at left-end only). (make sure to draw the force variation diagram for anchorage slip) V/S= 6 RH = 70 Dead Load 9.97 kN/m fpy = 1714 N/mm² Bridge Width III
Strength of materials, need help.
Please show complete solution in this problem pls. Need it asap. Thank you.
13
2- For the cross section shown: i) determine the cracked moment of inertia (ler) using n=8, and ii) using transformed-area method determine stresses in concrete and steel if subjected to a moment M = 150 ft-kips. As = 4.1 in ² Assume f. = 4,000 psi, and f, 60,000 psi. 14"-wide hole As 20" e 6 3* 60 13