Pls I need a complete solution ✅ using Bond Stress development length hook and splicing of reinforced In RCD. THANK U... -28mmØ top bar uncoated with fy = 276 MPa andconcrete compressive strength f = 28 MPa. Assume side, top and bottom cover to be greater than60mm. Using NSCP 2015, determine the following:PROBLEM 10.1:A concrete cantilever beam is reinforced with 6a.The required development length if the bars are straight using NSCP Table 425.4.2.4.Ans: La = 645.779mmAns: Lah = 250.164mmAns: Lah= 250.164mmb.The required development length if a 180° hook is used.C. The required development length if a 90° hook is used.

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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.

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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