Hi, pls help me solve this problem. Need it asap. Thank you so much. Civil Engineering: Architectural Structures 1.A reinforced concrete beam has awidth of 300mm and an éffectivedepth to tension bars of 600mm.Compressionreinforcementifneeded will be placed at a depth of60mm below the top. If fc' = 30 mPa,fy = 414 mPa, determine the tensionsteel area if the beam is to resist anultimate moment of 650 kn.m.%3D

1.A reinforced concrete beam has a width of 300mm and an éffective depth to tension bars of 600mm. Compression needed will be placed at a depth of 60mm below the top. If fc' = 30 mPa, fy = 414 mPa, determine the tension steel area if the beam is to resist an ultimate moment of 650 kn.m. reinforcement if %3D

1.A reinforced concrete beam has a width of 300mm and an éffective depth to tension bars of 600mm. Compression needed will be placed at a depth of 60mm below the top. If fc' = 30 mPa, fy = 414 mPa, determine the tension steel area if the beam is to resist an ultimate moment of 650 kn.m. reinforcement if %3D

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

3. Calculate the design moment strength øM „ for a rectangular reinforced concrete cross section having a width b of 325 mm and an effective depth d of 600 mm. The tension reinforcing steel is 4- D25 bars. f. = 27.6 MPa and f, = 276 MPa . %3D
USE NSCP 2010 A simply supported one way reinforced concrete floor slab has a spanof 3 m. It carries a service live load of 8.4 kPa and a service dead loadof 1.2 kPa. fc’ = 20.7 MPa, fy = 414.6 MPa. Use steel covering of 25 mmmeasure from center of bars. Calculate the spacing of the 12 mm øshrinkage and temperature bars for minimum thickness of slab.
Discuss aboout Self-straining loads
AISI 1035 CD Steel Fy = 1.2 KN Fx = 2.5 KN Fz = 3 KN point is A. Find the factor of safety using Maximum Shear Stress failure theory. 50 300 40 50 25 40 Fy 35 380 Fx Fz
Q2. For the beam and loading shown below. The allawable flexural stress is 12MPa, allawable shear stress is 825KPa. Determine the max required width (b) in (mm). 2.4 KN 4.8, KN 1m 1m 1m 200 mm*
2. Assume that a 20mmØ rivet joins the plates that are each 110mm wide. The allowable stresses are 120 MPa for bearing in the plate material and 60MPA for shearing of rivet. Determine the minimum thickness of each plate 110 mm 20-mm 0
A simply supported one way reinforced concrete floor slab has a spanof 3 m. It carries a service live load of 8.4 kPa and a service dead loadof 1.2 kPa. fc’ = 20.7 MPa, fy = 414.6 MPa. Use steel covering of 25 mmmeasure from center of bars. Calculate the spacing of the 12 mm øshrinkage and temperature bars for minimum thickness of slab.
. In reinforced beam having a width of 300 mm and an effective depth of 600 mm, carries a moment of 80 kN-m, which developed a stress (fc) of 5 MPa in the Concrete. Considering Cracked Analysis. a) If n = 9, compute the distance of the neutral axis from the top of the beam. Hint kd = k x d. Note: k < 1.0 O 200.000 mm O 229.180 mm O None of the Choices O 259.688 mm O 145.017 mm O 171.989 mm
"Q1.11-A rectangular beam has dimensions of 300 mm by 730 mm with an effective depth of 676 mm and is reinforced with 3- 25 mm ø. Concrete cover is 54 mm. The concrete cylinder strength f'c = 30.1 MPa and the tensile strength in bending is the modulus of rupture. The yield point of the steel is 437.1 MPa. The beam carries a bending moment of 57 kN-m. Use transformed section method to answer the following: (1) Compute the concrete compression stress at the top, (2) Compute the concrete tension stress at the bottom, (3) Compute the stress in the steel. (4) Assess the adequacy of the beam design." Use the editor to format your answer width, b effective depth, d total depth, h
1. [-/5 Points] DETAILS GGMECHMAT9SI 5.8.004. MY NOTES ASK YOUR TEACHER PRACTICE ANOTHER A simply supported wood beam with overhang is subjected to uniformly distributed load q. [11 1m- 250 mm Ⓡ ¹200 mm' The beam has a rectangular cross section with width b = 200 mm and height h = 250 mm. Determine the maximum permissible value q if the allowable bending stress is all = 11.6 MPa, and the allowable shear stress is Tall = 1.85 MPa. (Enter the magnitude in kN/m.)
A floor system of a 100 mm concrete slab supported by continuous T Beam and has bw = 200mm, bf = 900 and d = 550 mm. Concrete Cover is 60 mm from the centroid of the compression bars. The beam is subjected to a factored moment of 850 kN-m. Use f'c = 21 Mpa, fy = 415 Mpa. %3D %3D A's Calculate the value of
Question: A rectangular cantilever beam has a width of 300mm and an effective depth of 480mm. It is reinforced with 7-25mm bars. The beam is carrying a uniformly distributed dead load of 15kN/m. The compressive strength of the concrete is 21MPa and the yield strength of the steel is 415MPa. The nominal moment capacity multiplied by its strength reduction factor is 334kN.m. Determine the allowable concentrated live load in kN that it could carry acting at 2.89m from the support if the length of the beam is 2.24m. Note that the dead load includes the weight of the beam.