Please show all steps For the section shown, use Whitney's rectangular block tocalculate a, Bi and c,determine the values of &t and p, andcalculate the flexural design strength oMnUse normal weight concrete with f'c = 4000 psi and Ec = 3600 ksi, and Grade 60 steel (fy = 60,000psi, Es = 29,000 ksi).25 in.30 in.6 #916 in.-2in.2-in.

Given Data:fc=400psiEC=3600ksiand Grade 60 steel fy=60000psiEs=29000 ksi

For the section shown, use Whitney's rectangular block to calculate a, ß1 and c, determine the values of &t and 9, and ■ calculate the flexural design strength oMn Use normal weight concrete with f'c = 4000 psi and Ec = 3600 ksi, and Grade 60 steel (fy = 60,000 psi, Es=29,000 ksi). 25 in. 30 in. 6 #9 -16 in.- 2 in. 2in.

For the section shown, use Whitney's rectangular block to calculate a, ß1 and c, determine the values of &t and 9, and ■ calculate the flexural design strength oMn Use normal weight concrete with f'c = 4000 psi and Ec = 3600 ksi, and Grade 60 steel (fy = 60,000 psi, Es=29,000 ksi). 25 in. 30 in. 6 #9 -16 in.- 2 in. 2in.

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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