PLEASE SOLVE AND BOX ALL FINAL A LITTLE CONFUSED For a concrete section with b=14", d=18.5", 4#7 bars with 2.5" cover, calculate:1- The cracking moment, Mcr ,in ft-kips, using normal weight concrete with f'c=4000 psi and fy=60,000psi.2- If the total applied service load (including beam weight) w=1 k/ft, and the beam is simply supportedwith a span of 15 ft, is the beam going to crack under the applied loading? Explain.

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For a concrete section with b=14", d=18.5", 4#7 bars with 2.5" cover, calculate: 1- The cracking moment, Mcr ,in ft-kips, using normal weight concrete with f'c=4000 psi and fy%360,000 psi. 2- If the total applied service load (including beam weight) w=1 k/ft, and the beam is simply supported with a span of 15 ft, is the beam going to crack under the applied loading? Explain.

For a concrete section with b=14", d=18.5", 4#7 bars with 2.5" cover, calculate: 1- The cracking moment, Mcr ,in ft-kips, using normal weight concrete with f'c=4000 psi and fy%360,000 psi. 2- If the total applied service load (including beam weight) w=1 k/ft, and the beam is simply supported with a span of 15 ft, is the beam going to crack under the applied loading? Explain.

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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