4 For The Section Shown And Using Nscp 7th Ed 2015 A Determine The Cracking Moment Given F C 27 5 Mpa 4 28mm 630 1 (31.5 KiB) Viewed 45 times
REINFORCED CONCRETE DESIGN subject
4. For the section shown and using NSCP 7th ed (2015), a. Determine the cracking moment given f'c = 27.5 MPa. 4-28mm 630mm 70mm 5 points 350mm b. Determine the flexural stress in the steel using the transformed section method if M = 135 kN-m, fs = 140MPa, and n = 10. 5 points
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