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For the following rectangular RC column cross-section, using the design material strength values (fcd, fyd, fywd ) calculate: a) N0r1 (first peak) b) N0r2 (second peak)

For the following rectangular RC column cross-section, using the design material strength values (fcd, fyd, fywd ) calculate: a) N0r1 (first peak) b) N0r2 (second peak)

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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    1.  

      For the following rectangular RC column cross-section, using the design material strength values (fcd, fyd, fywd ) calculate:

a) N0r1 (first peak)
b) N0r2 (second peak)

Question-2) For the following rectangular RC column cross-section, using the design material strength values (fcd, fyd, fywd ) calculate: a) Nori (first peak) b) Nor2 (second peak) 43 Material Properties ($8/75mm) fok = 40 MPa fck 160 fyk 420 MPа (Ø8/75mm) 406 fywk = 220 MPa 160 8ф16 B2 (08/75mm) 43 305 Note: Cover distance is 43 mm in both x and y directions. Longitudinal reinforcements (816) are distributed symmetrically with respect to the center lines as well as the confining reinforcements (2 rectangular shaped 08/75 mm and 1 single 08/75 as shown in the figure above.)
Transcribed Image Text:Question-2) For the following rectangular RC column cross-section, using the design material strength values (fcd, fyd, fywd ) calculate: a) Nori (first peak) b) Nor2 (second peak) 43 Material Properties ($8/75mm) fok = 40 MPa fck 160 fyk 420 MPа (Ø8/75mm) 406 fywk = 220 MPa 160 8ф16 B2 (08/75mm) 43 305 Note: Cover distance is 43 mm in both x and y directions. Longitudinal reinforcements (816) are distributed symmetrically with respect to the center lines as well as the confining reinforcements (2 rectangular shaped 08/75 mm and 1 single 08/75 as shown in the figure above.)
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