T-beam section is to be designed to support an ultimate moment of Mu=600kN.m with compression in the flange of the beam. Using bf=650mm, hf=100mm, h=600mm, bw=400mm, f'c=21MPa, fy=415MPa, diameter of the bar=32mm, stirrups diameter=10mm, and concrete cover=40mm,

Please answer all since they are all connected. Thanks UPVOTE will be given! Please write the solutions completely and legibly. Box the final answer. Use two decimal places.  A reinforced concrete beam has the following dimensions. The section has a steel cover of 80 mm. The concrete used has strength of 20.7 MPa and yield strength of 280 MPa. The beam is reinforced with 5-28mmø on tension only. a. Determine the depth of the compression block. Check if the steel yields or otherwise b. Determine the distance of extreme compression fiber to neutral axis. c. Determine the ultimate moment.

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

Please answer asap with four decimal places

In a given T-Beam, flange width = 700 mm, slab thickness = 100 mm, web thickness = 350 mm, effective depth = 450 mm. It is singly reinforced at the bottom side (tension side) with As = 2775 sq. mm. Take fc' = 17.24 MPa, fy = 413.7 mm. a) Determine the value of compression block "a"

The dimensions for a reinforced concrete beam are given as: b = 300mm d = 400mm d’ = 75mm It is to be designed for a service dead load moment of 30kN-m and a service live load moment of 40kN-m. Suppose f’c = 21MPa and fy = 276MPa, how many 20-mm bars are required to reinforced the beam in terms of steel area?

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,

For the following plan it is required to: 1- Design all beams for flexure and shear, where they have additional 30 kN/m distributed factored load 2- Design the columns. The concrete has a strength of 30 MPa, and the yield strength of the steel is 420 MPa. Show full calculations and neat sketches. All dimensions are in m. I 03 B2 0,3 7 B1 Wu=20 kN/m2 B1

Situation #3: Given is a rectangular beam having the following parameters; d = 490 mm d' = 60 mm b = 300 mm fc' = 27.6 MPa fy = 276 MPa Mu = 620 kN.m %3D 10 نقاط Compute for the required steel 3.1 area in the compression side إجابتك ibäi 12 Compute for the required steel 3.2 * area in the tension side

Compute for the beam shown. Use psi and psi. Does the compression steel yield in this beam at nominal strength?