PROBLEM 10.1: A concrete cantilever beam is reinforced with 6- 28mmØ top bar uncoated with fy = 276 MPa and concrete compressive strength f = 28 MPa. Assume side, top and bottom cover to be greater than 60mm. Using NSCP 2015, determine the following: a. b. C. The required development length if the bars are straight using NSCP Table 425.4.2.4. Ans: La = 645.779mm Ans: Lah = 250.164mm Ans: Lah= 250.164mm The required development length if a 180° hook is used. The required development length if a 90° hook is used.
PROBLEM 10.1: A concrete cantilever beam is reinforced with 6- 28mmØ top bar uncoated with fy = 276 MPa and concrete compressive strength f = 28 MPa. Assume side, top and bottom cover to be greater than 60mm. Using NSCP 2015, determine the following: a. b. C. The required development length if the bars are straight using NSCP Table 425.4.2.4. Ans: La = 645.779mm Ans: Lah = 250.164mm Ans: Lah= 250.164mm The required development length if a 180° hook is used. The required development length if a 90° hook is used.
Materials Science And Engineering Properties
1st Edition
ISBN:9781111988609
Author:Charles Gilmore
Publisher:Charles Gilmore
Chapter12: Composite Materials
Section: Chapter Questions
Problem 12.7P: Estimate the transverse tensile strength of the concrete in Problem 12.6.
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Pls I need a complete solution ✅ using Bond Stress development length hook and splicing of reinforced In RCD. THANK U...
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