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
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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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 and
concrete compressive strength f = 28 MPa. Assume side, top and bottom cover to be greater than
60mm. Using NSCP 2015, determine the following:
PROBLEM 10.1:
A concrete cantilever beam is reinforced with 6
a.
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
b.
The required development length if a 180° hook is used.
C. The required development length if a 90° hook is used.
Transcribed Image Text:-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: PROBLEM 10.1: A concrete cantilever beam is reinforced with 6 a. 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 b. 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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