3. A rectangular beam has b=380mm and d=500mmThe beam is simply supported over a length of 6m and is reinforced with 5-25mm bars. Assume fc=21MPA and fy=276MPA, draw and label the cut off points for each bar. Assume the beam carries a uniformly distributed load throughout its length and is made of normal weight concrete and Vu=210KN. Use normal weight concrete with A= 1.0. The 10 mm diameter stirrup of the beam which has a spacing of 200 mm to the end of the beam at the support. Clear covering is 40mm. Bars are uncoated, pe = 1.0 pe = 1.0 reinforcement size pt = 1.0, reinforcement location %3D Determine the minimum distance from the centerline of the span to the cut off of the first barls using NSCP 2015provisions. 1. Determine the minimum distance from the centerline of the span to the cut off of the next bars using NSCP 2015 provisions. 2. 3. Determine the required tensile development length.

3. A rectangular beam has b=380mm and d=500mmThe beam is simply supported over a length of 6m and is reinforced with 5-25mm bars. Assume fc=21MPA and fy=276MPA, draw and label the cut off points for each bar. Assume the beam carries a uniformly distributed load throughout its length and is made of normal weight concrete and Vu=210KN. Use normal weight concrete with A= 1.0. The 10 mm diameter stirrup of the beam which has a spacing of 200 mm to the end of the beam at the support. Clear covering is 40mm. Bars are uncoated, pe = 1.0 pe = 1.0 reinforcement size pt = 1.0, reinforcement location %3D Determine the minimum distance from the centerline of the span to the cut off of the first barls using NSCP 2015provisions. 1. Determine the minimum distance from the centerline of the span to the cut off of the next bars using NSCP 2015 provisions. 2. 3. Determine the required tensile development length.

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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