Problem No. 2 A 250x400mm beam with a concrete cover of 40mm and stirrups of 10mm with fc' of 35Mpa and fy of 276Mpa. The reinforcement used has a diameter of 16mm. Calculate the following. 16. Based on the final number of reinforcements (adjusted), calculate the moment capacity of the beam 5 kN/m ↑ 10 KN ↑ 65 kN 20 kN/m z (m)

Problem No. 2 A 250x400mm beam with a concrete cover of 40mm and stirrups of 10mm with fc' of 35Mpa and fy of 276Mpa. The reinforcement used has a diameter of 16mm. Calculate the following. 16. Based on the final number of reinforcements (adjusted), calculate the moment capacity of the beam 5 kN/m ↑ 10 KN ↑ 65 kN 20 kN/m z (m)

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter9: Composite Construction

Section: Chapter Questions

Problem 9.2.1P: A W1422 acts compositely with a 4-inch-thick floor slab whose effective width b is 90 inches. The...

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C (b/h) 8ød b/2 b/2 The geometry and reinforcement configuration of the column is given below. The material properties are CX/S420. The analysis results due to different loading combinations are as follows (C30,b=400mm,h%3D600mm) Combo 1: Nd%3D1250 kN / Mdx = 250 kN Combo 2: Nd%3D1000 kN / Mdx = 400 kN Combo 2: Nd%3D750 kN / Mdx = 550 kN Determine the longitudinal reinforcement of the column.
Subject: Reinforced concrete Design- Civil Engineering A rectangular beam has a width of 300mm and an effective depth pf 537.50mm to the centroid of tension steel bars. Tension reinforcements consists of 6-28mm bars in two rows, compression reinforcement consists of 2-22mm bars, fc' = 27.6MPa, fy = 414.7MPa, d'=60mm. The depth of compression block is _mm. Choices: A. 137mm B. 213mm C. 173mm D. 231mm
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